SlideShare ist ein Scribd-Unternehmen logo
1 von 5
Downloaden Sie, um offline zu lesen
International Journal of Modern Engineering Research (IJMER)
                   www.ijmer.com         Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306       ISSN: 2249-6645

       Some Dynamical Behaviours of a Two Dimensional Nonlinear Map

                 Tarini Kumar Dutta1, Debasish Bhattacharjee2, Basistha Ram Bhuyan3
                           1
                               Department of Mathematics; Gauhati University; Guwahati 781014; INDIA
                           2
                               Department of Mathematics; B. Borooah College; Guwahati 781007; INDIA
                                 3
                                   Department of Mathematics; LCB College; Guwahati 781011; INDIA

Abstract: We consider the Nicholson Bailey model
                   f(x,y)= (𝐿 𝑥 𝑒 −𝑎 𝑦 , 𝑥 1 − 𝑒 −𝑎𝑦 )
          Where L and a are adjustable parameters, and analyse dynamical behaviours of the model. It is observed that the
steady state occurs when there is no predator and prey for a certain range of the control parameters and that there exists a
certain region of the control parameters in which the natural equilibrium state never occurs. In that case a modified version
of the model is considered by taking care of the unboundedness of the prey system. It is further found that the model follows
the stability of period-doubling fashion obeying Feigenbaum universal constant 𝛿 and at last attains infinite period doubling
route leading to chaos in the system. The bifurcation points are calculated numerically and after that the accumulation point
i.e. onset of chaos is calculated based on the experimental values of bifurcation points.

Key Words: Period-Doubling Bifurcation/ Periodic orbits / Feigenbaum Universal Constant Accumulation point
2010 AMS Classification: 37 G 15, 37 G 35, 37 C 45

                                                               I. Introduction:
       The Nicholson Bailey model [14] was developed in 1930’s to describe population dynamics of host-parasite (predator-
prey) system. It has been assumed that parasites search hosts at random and that both parasites and hosts are assumed to be
distributed in a non-contiguous ("clumped") fashion in the environment. However the modified version of the Nicholson-
Bailey model has been discussed many times by many authors [1, 2, 6, 9, 10, and 11].
       In this present discussion in section 1.2 we verify the stability and dynamic behaviour of the model analytically and
then in section 1.3 the modified form of the model has been taken which restricts the unboundedness of the model to some
extent. The detailed dynamical behaviour of a particular form of its class has been studied and it has been observed that the
map follows period doubling bifurcation route to chaos proving that the natural equilibrium changes its nature from periodic
order to chaos .In section 1.4 numerical evaluations has been carried out to prove the geometrical behaviour. Lastly, in
section 1.5 the calculation of the accumulation point from where chaos starts has been evaluated numerically, [3, 5, 6,8,12,
and 13].

1.1 Nicholson-Bailey model:
The model as discussed by Nicholson and Bailey is as follows:
 𝑥 𝑛+1 = 𝐿𝑥 𝑛 𝑒 −𝑎𝑦 𝑛
 𝑦 𝑛+1 = 𝑥 𝑛 1 − 𝑒 −𝑎𝑦 𝑛 ,                                                                 where 𝑥 𝑛+1 represents the
number of hosts (or prey) at stage n and 𝑦 𝑛+1 represents number of parasites(or predator) at n th stage. The difference
equation can also be written in the function form as follows:
f(x,y)= (𝐿 𝑥 𝑒 −𝑎 𝑦 , 𝑥 1 − 𝑒 −𝑎𝑦 )

1.2.1 Steady state of the above system:
The fixed point is given as follows:
 𝐿 𝑥 𝑒 −𝑎 𝑦 = 𝑥                                                                                                 (1.2.1.1)
 𝑥 1 − 𝑒 −𝑎𝑦 = 𝑦                                                                                                (1.2.1.2)
Clearly (0,0) is one of the fixed points . Let 𝑥 ≠ 0 then
          1                    1                     1      1
𝑒 −𝑎𝑦 = 𝐿 𝑖. 𝑒. −𝑎𝑦 = log 𝐿              𝑖. 𝑒. 𝑦 = − 𝑎 log⁡ 𝐿 )
                                                          (              from (1.2.1.1)
From (1.2.1.2) we have
         1      1      1
 𝑥 1 − 𝐿 = − 𝑎 log⁡ 𝐿 )
                     (
            1       1
              log
            𝑎       𝐿
i.e 𝑥 = −         1
               1−
                  𝐿
                                   1       1
                                     log          1     1
                                   𝑎       𝐿
Thus the fixed points are (−             1     , − 𝑎 log⁡ 𝐿 )) and (0,0). However at L=1,(1.2.1.1) gives y=0 and it automatically satisfy
                                                        (
                                      1−
                                         𝐿
(1.2.1.2) for any value of x. Hence any (x,0) is a fixed point for L=1.

1.3.2 Stability of the equilibrium points:
Now the Jacobian matrix is given by
   𝐿𝑒 −𝑎𝑦     −𝑎𝐿𝑥𝑒 −𝑎𝑦
       −𝑎𝑦                     The eigenvalues of which are:
 1− 𝑒           𝑎𝑥𝑒 −𝑎𝑦
                                                  www.ijmer.com                                                              4302 | Page
International Journal of Modern Engineering Research (IJMER)
                   www.ijmer.com         Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306       ISSN: 2249-6645
                                        1 −𝑎𝑦
                                           𝑒     𝐿 + 𝑎𝑥— 4𝑎𝑒 𝑎𝑦 𝐿𝑥 + 𝐿 + 𝑎𝑥 2 𝑎𝑛𝑑
                                        2
1 −𝑎𝑦
2
    𝑒     𝐿 + 𝑎𝑥 − −4𝑎𝑒 𝑎𝑦 𝐿𝑥 + 𝐿 + 𝑎𝑥 2
For fixed point (0,0) , the eigenvalues are 0, L. This shows that (0,0) is a stable solution till L=1. However for other fixed
points say (x,y) , we have
         1
 𝑒 −𝑎𝑦 = 𝐿 , hence the eigenvalues become
                      1                                            1
                           𝐿 + 𝑎𝑥 − −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 𝑎𝑛𝑑              𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2
                     2𝐿                                           2𝐿
In particular for L=1, the eigenvalues are ax, 1. Thus if ax<1 one of the eigenvalues become less than 1.That is why at L=1
the trajectory converges to (x,0) such that ax<1.
Now for the period- doubling bifurcation point,
  1
 2𝐿
      𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 = −1
i.e. 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 =-2L
i.e. 3𝐿 + 𝑎𝑥 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2
i.e. 3𝐿 + 𝑎𝑥 2 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2
i.e.8𝐿2 + 4𝑎𝐿𝑥 + 4𝑎𝐿2 𝑥 = 0
i.e.2𝐿 + 𝑎𝑥 + 𝑎𝐿𝑥 = 0
           𝑎𝑥
i.e. L=− 2+𝑎𝑥                                                                                                           (1.2.2.1)
                 1       1
                   log                                   log 𝑡
                 𝑎       𝐿
Putting x= −           1     in (1.2.2.1) we have 𝑎𝑥 =
                    1−                                    𝑡−1
                       𝐿
From eq (1.2.2.1) we have,
        log 𝑡
L=−         log 𝑡
         𝑡−1 (2+      )
                  𝑡−1
     1        − log 𝑡
i.e. =                       i.e. −𝑡𝑙𝑜𝑔 𝑡 − log 𝑡 = 2(𝑡 − 1)
     𝑡    2 𝑡−1 +log ⁡
                     (𝑡)
i.e.−𝑙𝑜𝑔𝑡 𝑡 + 1 = 2(𝑡 − 1)
if t>1 then l.h.s. is negative and r.h.s. is positive.
If t<1 then l.h.s. is positive but r.h.s. is negative. Hence there is no solution i.e. period doubling bifurcation does not occur.
 1
     𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 = 1
2𝐿
i.e. 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 =2L
i.e. −𝐿 + 𝑎𝑥 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2
i.e. −𝐿 + 𝑎𝑥 2 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2
i.e.−4𝑎𝐿𝑥 + 4𝑎𝐿2 𝑥 = 0
i.e.−𝑎𝑥 + 𝑎𝐿𝑥 = 0
i.e. L=1                                                                                                                            (1.2.2.2)
                                                                       1      1
                                                                         log          1       1
                                                                       𝑎       𝐿
Again we consider the stability of the other fixed point (−                  1     , − 𝑎 log⁡ 𝐿 ))
                                                                                            (
                                                                          1−
                                                                             𝐿
                                                                                                     1      1
                                                                                                       log          1       1
Now we consider the expression −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥                  2
                                                                     for the fixed point (−          𝑎
                                                                                                           1
                                                                                                             𝐿
                                                                                                                 , − 𝑎 log⁡ 𝐿 )).The simplified expression
                                                                                                                          (
                                                                                                        1−
                                                                                                           𝐿
is


             12
                   
−2(−1+𝐿)2 (−1+2𝐿)+2Log [𝐿](−1+𝐿2 −𝐿Log [𝐿])
                   (−1+𝐿)3 𝐿
                 g L
                                              =g(L)



             14

             16

             18

             20

             22

             24

                                                                                                                                                L
                                        200                  400                       600                         800                 1000
                  Fig 1.2.2.a : Abcissa represents the control parameter L and ordinate represents g(L)
                                             Clearly,g(L) is negative for L>1
Hence magnitude of the eigenvalues become

                                                            www.ijmer.com                                                                       4303 | Page
International Journal of Modern Engineering Research (IJMER)
               www.ijmer.com         Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306       ISSN: 2249-6645
                         1                                           1
                            𝐿 + 𝑎𝑥 − −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥        2   =          𝐿 + 𝑎𝑥   2   − 𝐿 + 𝑎𝑥   2   + 4𝑎𝐿2 𝑥
                         2𝐿                                          2𝐿
           𝐿𝑙𝑜𝑔𝐿
= 𝑎𝑥 =      𝐿−1
                   =h(L)(say).


                             
For L>1 and for large value of L, the above expression shows the graph as
                        h L

                       2.5



                       2.0



                       1.5



                       1.0



                       0.5



                                                                                                                 L
                                       200            400             600                 800             1000
                       Fig 1.2.2.b: Abcissa represents the control parameter L and ordinate represents h(L)

Hence the fixed pint is unstable, and this shows that the model has been made to fulfill the fact that equilibrium stage never
occurs for predator system in nature.
We now take a modified version of the Nicolson Bailey model, i.e. we take
                        2
 𝑥 𝑛+1 = 𝐿𝑥 𝑛 𝑒 −𝑎𝑦 𝑛 −𝑥 𝑛
 𝑦 𝑛+1 = 𝑥 𝑛 1 − 𝑒 −𝑎𝑦 𝑛
                           2
 The additional term 𝑒 (−𝑥 𝑛 ) with 𝑥 𝑛+1 helps to restrict the unlimited growing of host(or prey).

1.3 Dynamical behaviour of the map keeping “a” constant:
         We now fix the parameters say “a” and keep varying L to analyse the detailed dynamical behaviours of the map.
Let us take a=0.1. On inspection it can be seen that (0,0) is a fixed point of the model satisfying the equation
                        2
f(x,y)=(x,y) =(𝐿xe−ay −x , x 1 − e−ay )
i.e.                           x= 𝐿xe−ay −x^2
                               y= x 1 − e−ay                                                         (1.3.1)
Using “Mathematica” software we generate the bifurcation diagram for the observation of the whole dynamical behaviour
of the map as L is varied.




 Fig 1.3.a: The figure is generated using 20000 points of which the last 300 points are taken at every parameter value of L,
                                    and plotted the x coordinate of the point (x,y) vs. L.

The eigen values of the linearised form are as follows:
1 −𝑥 2 −2𝑎𝑦                2                                    2                            2
  ⅇ          (ⅇ 𝑎𝑦 𝐿 + 𝑎ⅇ 𝑥 +𝑎𝑦 𝑥 − 2ⅇ 𝑎𝑦 𝐿𝑥 2 ± (−ⅇ 𝑎𝑦 𝐿 − 𝑎ⅇ 𝑥 +𝑎𝑦 𝑥 + 2ⅇ 𝑎𝑦 𝐿𝑥 2 )2 − 4ⅇ 𝑥 +2𝑎𝑦 (𝑎ⅇ 𝑎𝑦 𝐿𝑥 − 2𝑎𝐿𝑥 3 ) , which
2
can be re- written as
  1
 2𝐿
    (ⅇ 𝑎𝑦 𝐿 + 𝑎𝐿𝑥 − 2ⅇ 𝑎𝑦 𝐿𝑥 2 ± (−ⅇ 𝑎𝑦 𝐿 − 𝑎𝐿𝑥 + 2ⅇ 𝑎𝑦 𝐿𝑥 2 )2 − 4ⅇ 𝑎𝑦 L(𝑎ⅇ 𝑎𝑦 𝐿𝑥 − 2𝑎𝐿𝑥 3 )
           The diagram shows that the model follows period doubling route to chaos on increasing the control parameter L.
For (0,0) the eigenvalues are 0, L, which says that (0,0) loses stability at L=1. Let (x0 ,y0) be a fixed point of the map f where
neither of x0, y0 are equal to zero. The fixed point is stable till both the eigen values at x0, y0 are less than 1 in modulus.
However the first bifurcation point can be obtained from the equations (1.2.1) and min{𝜆1 ,𝜆2 }=-1.If we now begin to
increase the value of L exceeding the bifurcation point , the fixed point (x0,y0) loses its stability and there arises around it
two points, say, (x21(L), y21(L)) and (x22(L), y22(L)) forming a stable periodic trajectory of period 2. On increasing the value
of L one of the eigen values starts decreasing from positive values to negative and when we reach a certain

                                                    www.ijmer.com                                                    4304 | Page
International Journal of Modern Engineering Research (IJMER)
               www.ijmer.com         Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306       ISSN: 2249-6645
value of L, we find that one of the eigenvalues of the Jacobian of f2 becomes -1, indicating the loss of stability of the
periodic trajectory of period two. Thus, the second bifurcation takes place at this value L2 of L. We can repeat the same
process, and find that the periodic trajectory of period 2n becomes unstable and a periodic trajectory of period 2n+1 appears in
its neighbourhood for all n=1,2,3,…. , [ 5,6,8,10 ].

1.4 Numerical Method for Obtaining Bifurcation Points:
          We have used Newton-Raphson method to obtain the periodic points which has been proved to be worthy for
sufficient accuracy and time saving.
          The Newton Recurrence formula is
                       𝑥 𝑛+1 = 𝑥 𝑛 − 𝐷𝑓 𝑥 𝑛 −1 𝑓(𝑥 𝑛 ) , where n = 0,1,2,… and 𝐷𝑓(𝑥 ) is the Jacobian of the map f at the vector
      𝑥 = (𝑥1 , 𝑥2 )(say) . We see that this map f is equal to fk-I in our case, where k is the appropriate period. The Newton
     formula actually gives the zero(s) of a map, and to apply this numerical tool in our map one needs a number of
     recurrence formulae which are given below.
                                                                                         2
          Let the initial point be ( x0 , y0 ) and let M(x,y)= 𝐿xe−ay −x ,N(x,y)= x 1 − e−ay ,
               𝜕𝑀                   𝜕𝑀                  𝜕𝑁                  𝜕𝑁
     Let A0=       (𝑥 0 ,𝑦0 ) , B0=    (𝑥 0 ,𝑦0 ) , C0=    (𝑥 0 ,𝑦0 ) , D0=    (𝑥 0 ,𝑦0 )
              𝜕𝑥                   𝜕𝑦                  𝜕𝑥               𝜕𝑦
                ∂M                ∂M
               ∂x (x k ,y k )     ∂y (x k ,y k )    Ak−1    Bk−1
    and Ak=                                                            ∀k ≥ 1
               ∂N                 ∂N                Ck−1    Dk−1
               ∂x (x k ,y k )     ∂y (x k ,y k )

Since the fixed point of the map f is a zero of the map
                  F(x,y) = f(x,y)-(x,y), the Jacobian of F(k) is given by
               A 1  Bk                                                              1  D k  1  Bk 
     Jk  I   k
               C
                            
                     D k  1
                                                                   
                                                   . Its inverse is J k  I   
                                                                              1
                                                                                                      
                 k                                                                      C k A k  1
                                                                                                       
where =(Ak-1)(Dk-1)-BkCk, the Jacobian determinant. Therefore, Newton’s method gives the following recurrence formula
in order to yield a periodic point of Fk
                                       (D k  1)(x n  x n )  B k ( y n  y n )
                     x n 1  x n 
                                                          
                                       (C k )(x n  x n )  (A k  1)( y n  y n )
                     y n 1      yn 
                                                            
                                          where F ( xn )  ( xn , y n )
                                                       k



1.4.1 Numerical Methods for Finding Bifurcation Values:
         As described above for some particular value of L=L1 say , the fixed point of fk is calculated and hence the
eigenvalues of Jk can be calculated at the fixed point. Let (x1,y1) ,(x2,y2),…. (xk,yk) be the periodic points of f at L1. Let 𝜆1 , 𝜆2
be the two eigen values of Jk at L1 , let I(k,L1)= min{𝜆1 , 𝜆2 }, where n=2k is the period number .Then we search two values of
“L” say L11 and L22 such that (I(k,L11)+1)(I(k,L22)+1) < 0 .Then the existence of nth bifurcation point is confirmed in
between L11 and L22. Then we may apply some of the numerical techniques viz. Bisection method or Regula Falsi method on
L11 and L22 for sufficient number of iterations to get L such that I(k,L)=-1.
      Our numerical results are as follows:

           Table 1.4.1.a: Bifurcation points calculated with the above numerical procedure are given as follows:
    Period                                                                  Bifurcation point
    n=1                                         2.71828182845904523536028747135266249775724709369995957496696
    n=2                                         3.53684067130120359837043484826459115405423168841443588327400
    n=4                                         3.77415543777691650197392802578931393394103470516281183784919
    n=8                                         3.82788212068493762703545087588566660131789524411227589313294
    n=16                                        3.83954703996904224281164775272528029534621679916918934834796
    n=32                                        3.84205211923591357428498949577187590314662912792561150844422
    n=64                                        3.84258895757543669502842561849603953670354363149648649855300
    n=128                                       3.84270394654591339735557484998431661721920300008353132976556
    n=256                                       3.84272857434341121053856237571767662232417602736345292594595
    n=512                                       3.84273384889445086737896598441474166356789762228260539689561
    n=1024                                      3.842734978543189743621418854360407234045741604974429302522640
    n=2048                                      3.84273522047942178512266708047918352493564928024817333443963
The Feigenbaum universal constant is calculated using the experimentally calculated bifurcation point using the following
             A −A n −1
formula δn = A n −A ,where 𝐴 𝑛 represents nth bifurcation point. The values of 𝛿 𝑛 are as follows.
                 n +1    n

                                                              www.ijmer.com                                              4305 | Page
International Journal of Modern Engineering Research (IJMER)
               www.ijmer.com         Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306       ISSN: 2249-6645
𝛿1 =3.44925372743685
𝛿2 =4.41707460112493
𝛿3 =4.60583409104533
𝛿5 =4.65650705682990
𝛿6 =4.66635685725543
𝛿7 =4.66860723509033
𝛿8 =4.66907243682318
𝛿9=4.66917417475885
𝛿10 =4.66919570494443
𝛿11 =4.66920034814159

       It may be observed that the map obeys Feigenbaum universal behaviour as the sequence {𝛿 𝑛 } converges to 𝛿 as n
becomes very large.

1.5 Accumulation Point:
     The accumulation point can be calculated by the formula A∞=(A2-A1)/(δ-1), where δ is Feigenbaum constant. But it has
been observed that {𝛿 𝑛 } converges to 𝛿 as n→ ∞.Therefore a sequence of accumulation point { A∞,n}is made using the
formula                    A∞,n=(An+1-An)/(δ-1)[8]. From the above experimental values of bifurcation points and using δ=
4.669201609102990671853204 the sequence of values is constructed as follows:
 𝐴∞,1 = 3.75992975989513108127
 𝐴∞,2 = 3.83883293216342125972
 𝐴∞,3 = 3.84252472924989889705
 𝐴∞,4 = 3.84272618369752118495
 𝐴∞,5 = 3.84273485066736624607
 𝐴∞,6 = 3.84273526688103365882
 𝐴∞,7 = 3.84273528550809836535
 𝐴∞,8 = 3.84273528637510680165
 𝐴∞,9 = 3.84273528641454422260
 𝐴∞,10 = 3.84273528641636195462
 𝐴∞,11 = 3.84273528641644509866
It may be observed that the sequence converges to the point 3.842735286416 …. After which chaotic region starts.

                                                        References:
1.    Beddington, J.R., Free, C.A., Lawton, J.H., “Dynamic Complexity in Predator-Prey models framed in difference
      equations”, Nature, 225(1975),58-60.
2.    Comins,H.N., Hassel,M.P., May,R., “ The spatial dynamics of host-parasitoid systems”,Journal of Animal
      Ecology,vol-61(1992),pp-735-748.
3.    Falconer, K.J.,“Fractal Geometry: Mathematical Foundations and Applications”, John Wiley publication, 1998
4.    Feigenbaum, M.J., “Qualitative Universility for a class of non-linear transformations”, J.Statist.Phys,19:1(1978),25-52.
5.    Feigenbaum, M.J., “ Universility Behavior in non-linear systems”, Los Alamos Science,1.(1980),4-27.
6.    Hassel,M.P.,Comins,H.N.,May,R., “ Spatial structure of chaos in insect population dynamics”,Nature,Vol-
      353(1991),pp-255-258.
7.    Henon, M., “A two dimensional mapping with a strange attractor”, Comm. Math. Phys. Lett.A 300(2002), 182-188
8.    Hilborn, R.C., “Chaos and Non-linear dynamics”,Oxford Univ.Press.1994.
9.    Hone, A.N.W., Irle, M.V.,Thurura, G.W., “On the Neimark-Sacker bifurcation in a discrete predetor-prey
      system”,2009.
10.   Kujnetsov, Y., “Elements of Applied Bifurcation Theory”, Springer(1998).
11.   May, R.M.,“Simple Mathematical Models With Very Complicated Dynamics”, Nature,Vol.261(1976),459.
12.   Murray, J.D., “Mathematical Biology 1:An Introduction ,Third Edition”, Springer.1997
13.   Murray, J.D., “Mathematical Biology II: Spatial Models and Biomedical Applications”, Springer, 2001
14.   Nicholson,A.J. ,Bailey V.A., “The Balance of Animal Populations-Part-1”,Proceedings of the Zoological Society of
      London,Vol-105,issue-3(1935),pp-551-598




                                                  www.ijmer.com                                                   4306 | Page

Weitere ähnliche Inhalte

Was ist angesagt?

Paraproducts with general dilations
Paraproducts with general dilationsParaproducts with general dilations
Paraproducts with general dilationsVjekoslavKovac1
 
Scattering theory analogues of several classical estimates in Fourier analysis
Scattering theory analogues of several classical estimates in Fourier analysisScattering theory analogues of several classical estimates in Fourier analysis
Scattering theory analogues of several classical estimates in Fourier analysisVjekoslavKovac1
 
NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...
NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...
NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...ijcsa
 
Artificial intelligence ai choice mechanism hypothesis of a mathematical method
Artificial intelligence ai choice mechanism hypothesis of a mathematical methodArtificial intelligence ai choice mechanism hypothesis of a mathematical method
Artificial intelligence ai choice mechanism hypothesis of a mathematical methodAlexander Decker
 
An order seven implicit symmetric sheme applied to second order initial value...
An order seven implicit symmetric sheme applied to second order initial value...An order seven implicit symmetric sheme applied to second order initial value...
An order seven implicit symmetric sheme applied to second order initial value...Alexander Decker
 
A Szemeredi-type theorem for subsets of the unit cube
A Szemeredi-type theorem for subsets of the unit cubeA Szemeredi-type theorem for subsets of the unit cube
A Szemeredi-type theorem for subsets of the unit cubeVjekoslavKovac1
 
A Szemerédi-type theorem for subsets of the unit cube
A Szemerédi-type theorem for subsets of the unit cubeA Szemerédi-type theorem for subsets of the unit cube
A Szemerédi-type theorem for subsets of the unit cubeVjekoslavKovac1
 
Multilinear singular integrals with entangled structure
Multilinear singular integrals with entangled structureMultilinear singular integrals with entangled structure
Multilinear singular integrals with entangled structureVjekoslavKovac1
 
B. Dragovich: On Modified Gravity and Cosmology
B. Dragovich: On Modified Gravity and CosmologyB. Dragovich: On Modified Gravity and Cosmology
B. Dragovich: On Modified Gravity and CosmologySEENET-MTP
 
Tales on two commuting transformations or flows
Tales on two commuting transformations or flowsTales on two commuting transformations or flows
Tales on two commuting transformations or flowsVjekoslavKovac1
 
Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...
Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...
Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...IJMER
 
11.a common fixed point theorem for compatible mapping
11.a common fixed point theorem for compatible mapping11.a common fixed point theorem for compatible mapping
11.a common fixed point theorem for compatible mappingAlexander Decker
 
A common fixed point theorem for compatible mapping
A common fixed point theorem for compatible mappingA common fixed point theorem for compatible mapping
A common fixed point theorem for compatible mappingAlexander Decker
 
Reachability Analysis "Control Of Dynamical Non-Linear Systems"
Reachability Analysis "Control Of Dynamical Non-Linear Systems" Reachability Analysis "Control Of Dynamical Non-Linear Systems"
Reachability Analysis "Control Of Dynamical Non-Linear Systems" M Reza Rahmati
 

Was ist angesagt? (17)

Paraproducts with general dilations
Paraproducts with general dilationsParaproducts with general dilations
Paraproducts with general dilations
 
On the Zeros of Complex Polynomials
On the Zeros of Complex PolynomialsOn the Zeros of Complex Polynomials
On the Zeros of Complex Polynomials
 
Scattering theory analogues of several classical estimates in Fourier analysis
Scattering theory analogues of several classical estimates in Fourier analysisScattering theory analogues of several classical estimates in Fourier analysis
Scattering theory analogues of several classical estimates in Fourier analysis
 
NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...
NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...
NONSTATIONARY RELAXED MULTISPLITTING METHODS FOR SOLVING LINEAR COMPLEMENTARI...
 
Artificial intelligence ai choice mechanism hypothesis of a mathematical method
Artificial intelligence ai choice mechanism hypothesis of a mathematical methodArtificial intelligence ai choice mechanism hypothesis of a mathematical method
Artificial intelligence ai choice mechanism hypothesis of a mathematical method
 
An order seven implicit symmetric sheme applied to second order initial value...
An order seven implicit symmetric sheme applied to second order initial value...An order seven implicit symmetric sheme applied to second order initial value...
An order seven implicit symmetric sheme applied to second order initial value...
 
A Szemeredi-type theorem for subsets of the unit cube
A Szemeredi-type theorem for subsets of the unit cubeA Szemeredi-type theorem for subsets of the unit cube
A Szemeredi-type theorem for subsets of the unit cube
 
452Paper
452Paper452Paper
452Paper
 
A Szemerédi-type theorem for subsets of the unit cube
A Szemerédi-type theorem for subsets of the unit cubeA Szemerédi-type theorem for subsets of the unit cube
A Szemerédi-type theorem for subsets of the unit cube
 
Multilinear singular integrals with entangled structure
Multilinear singular integrals with entangled structureMultilinear singular integrals with entangled structure
Multilinear singular integrals with entangled structure
 
B. Dragovich: On Modified Gravity and Cosmology
B. Dragovich: On Modified Gravity and CosmologyB. Dragovich: On Modified Gravity and Cosmology
B. Dragovich: On Modified Gravity and Cosmology
 
Periodic Solutions for Nonlinear Systems of Integro-Differential Equations of...
Periodic Solutions for Nonlinear Systems of Integro-Differential Equations of...Periodic Solutions for Nonlinear Systems of Integro-Differential Equations of...
Periodic Solutions for Nonlinear Systems of Integro-Differential Equations of...
 
Tales on two commuting transformations or flows
Tales on two commuting transformations or flowsTales on two commuting transformations or flows
Tales on two commuting transformations or flows
 
Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...
Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...
Further Results On The Basis Of Cauchy’s Proper Bound for the Zeros of Entire...
 
11.a common fixed point theorem for compatible mapping
11.a common fixed point theorem for compatible mapping11.a common fixed point theorem for compatible mapping
11.a common fixed point theorem for compatible mapping
 
A common fixed point theorem for compatible mapping
A common fixed point theorem for compatible mappingA common fixed point theorem for compatible mapping
A common fixed point theorem for compatible mapping
 
Reachability Analysis "Control Of Dynamical Non-Linear Systems"
Reachability Analysis "Control Of Dynamical Non-Linear Systems" Reachability Analysis "Control Of Dynamical Non-Linear Systems"
Reachability Analysis "Control Of Dynamical Non-Linear Systems"
 

Andere mochten auch

Bw31297301
Bw31297301Bw31297301
Bw31297301IJMER
 
Intranetizen IIC12: how to ensure project faillure
Intranetizen IIC12: how to ensure project faillureIntranetizen IIC12: how to ensure project faillure
Intranetizen IIC12: how to ensure project faillureIntranetizen
 
Effect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA Welds
Effect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA WeldsEffect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA Welds
Effect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA WeldsIJMER
 
Vibration control of newly designed Tool and Tool-Holder for internal treadi...
Vibration control of newly designed Tool and Tool-Holder for  internal treadi...Vibration control of newly designed Tool and Tool-Holder for  internal treadi...
Vibration control of newly designed Tool and Tool-Holder for internal treadi...IJMER
 
Mgmt404 entire class course project + all 7 weeks i labs devry university
Mgmt404 entire class course project + all 7 weeks i labs  devry universityMgmt404 entire class course project + all 7 weeks i labs  devry university
Mgmt404 entire class course project + all 7 weeks i labs devry universityliam111221
 
Cl31377380
Cl31377380Cl31377380
Cl31377380IJMER
 
MK-Prototypes: A Novel Algorithm for Clustering Mixed Type Data
MK-Prototypes: A Novel Algorithm for Clustering Mixed Type  Data MK-Prototypes: A Novel Algorithm for Clustering Mixed Type  Data
MK-Prototypes: A Novel Algorithm for Clustering Mixed Type Data IJMER
 
Cb31324330
Cb31324330Cb31324330
Cb31324330IJMER
 
Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...
Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...
Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...IJMER
 
Secure File Sharing In Cloud Using Encryption with Digital Signature
Secure File Sharing In Cloud Using Encryption with Digital  Signature Secure File Sharing In Cloud Using Encryption with Digital  Signature
Secure File Sharing In Cloud Using Encryption with Digital Signature IJMER
 
Di3211291134
Di3211291134Di3211291134
Di3211291134IJMER
 
Control Chart Analysis of Ek/M/1 Queueing Model
Control Chart Analysis of Ek/M/1 Queueing Model Control Chart Analysis of Ek/M/1 Queueing Model
Control Chart Analysis of Ek/M/1 Queueing Model IJMER
 
Enhance the Productivity of the Solar Still by Improving the Operational Para...
Enhance the Productivity of the Solar Still by Improving the Operational Para...Enhance the Productivity of the Solar Still by Improving the Operational Para...
Enhance the Productivity of the Solar Still by Improving the Operational Para...IJMER
 
Bh31193198
Bh31193198Bh31193198
Bh31193198IJMER
 
R hill tx hr eeo specialist portofilio resume 9.24.12
R hill tx hr eeo specialist portofilio resume 9.24.12R hill tx hr eeo specialist portofilio resume 9.24.12
R hill tx hr eeo specialist portofilio resume 9.24.12hillr2012
 
Bu32888890
Bu32888890Bu32888890
Bu32888890IJMER
 
Swarm Intelligence: An Application of Ant Colony Optimization
Swarm Intelligence: An Application of Ant Colony OptimizationSwarm Intelligence: An Application of Ant Colony Optimization
Swarm Intelligence: An Application of Ant Colony OptimizationIJMER
 
Iris Segmentation: a survey
Iris Segmentation: a surveyIris Segmentation: a survey
Iris Segmentation: a surveyIJMER
 
C0502 01 1116
C0502 01 1116C0502 01 1116
C0502 01 1116IJMER
 

Andere mochten auch (20)

Bw31297301
Bw31297301Bw31297301
Bw31297301
 
Intranetizen IIC12: how to ensure project faillure
Intranetizen IIC12: how to ensure project faillureIntranetizen IIC12: how to ensure project faillure
Intranetizen IIC12: how to ensure project faillure
 
Effect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA Welds
Effect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA WeldsEffect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA Welds
Effect of Modified AA5356 Filler on Corrosion Behavior of AA6061 Alloy GTA Welds
 
Vibration control of newly designed Tool and Tool-Holder for internal treadi...
Vibration control of newly designed Tool and Tool-Holder for  internal treadi...Vibration control of newly designed Tool and Tool-Holder for  internal treadi...
Vibration control of newly designed Tool and Tool-Holder for internal treadi...
 
Mgmt404 entire class course project + all 7 weeks i labs devry university
Mgmt404 entire class course project + all 7 weeks i labs  devry universityMgmt404 entire class course project + all 7 weeks i labs  devry university
Mgmt404 entire class course project + all 7 weeks i labs devry university
 
Cl31377380
Cl31377380Cl31377380
Cl31377380
 
MK-Prototypes: A Novel Algorithm for Clustering Mixed Type Data
MK-Prototypes: A Novel Algorithm for Clustering Mixed Type  Data MK-Prototypes: A Novel Algorithm for Clustering Mixed Type  Data
MK-Prototypes: A Novel Algorithm for Clustering Mixed Type Data
 
Cb31324330
Cb31324330Cb31324330
Cb31324330
 
Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...
Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...
Variant Flexor Carpi Ulnaris Muscle and Variant Course of Ulnar Artery in For...
 
Water damage NYC
Water damage NYCWater damage NYC
Water damage NYC
 
Secure File Sharing In Cloud Using Encryption with Digital Signature
Secure File Sharing In Cloud Using Encryption with Digital  Signature Secure File Sharing In Cloud Using Encryption with Digital  Signature
Secure File Sharing In Cloud Using Encryption with Digital Signature
 
Di3211291134
Di3211291134Di3211291134
Di3211291134
 
Control Chart Analysis of Ek/M/1 Queueing Model
Control Chart Analysis of Ek/M/1 Queueing Model Control Chart Analysis of Ek/M/1 Queueing Model
Control Chart Analysis of Ek/M/1 Queueing Model
 
Enhance the Productivity of the Solar Still by Improving the Operational Para...
Enhance the Productivity of the Solar Still by Improving the Operational Para...Enhance the Productivity of the Solar Still by Improving the Operational Para...
Enhance the Productivity of the Solar Still by Improving the Operational Para...
 
Bh31193198
Bh31193198Bh31193198
Bh31193198
 
R hill tx hr eeo specialist portofilio resume 9.24.12
R hill tx hr eeo specialist portofilio resume 9.24.12R hill tx hr eeo specialist portofilio resume 9.24.12
R hill tx hr eeo specialist portofilio resume 9.24.12
 
Bu32888890
Bu32888890Bu32888890
Bu32888890
 
Swarm Intelligence: An Application of Ant Colony Optimization
Swarm Intelligence: An Application of Ant Colony OptimizationSwarm Intelligence: An Application of Ant Colony Optimization
Swarm Intelligence: An Application of Ant Colony Optimization
 
Iris Segmentation: a survey
Iris Segmentation: a surveyIris Segmentation: a survey
Iris Segmentation: a survey
 
C0502 01 1116
C0502 01 1116C0502 01 1116
C0502 01 1116
 

Ähnlich wie Some Dynamical Behaviours of a Two Dimensional Nonlinear Map

Ähnlich wie Some Dynamical Behaviours of a Two Dimensional Nonlinear Map (20)

lec19.ppt
lec19.pptlec19.ppt
lec19.ppt
 
M.Sc. Phy SII UIV Quantum Mechanics
M.Sc. Phy SII UIV Quantum MechanicsM.Sc. Phy SII UIV Quantum Mechanics
M.Sc. Phy SII UIV Quantum Mechanics
 
IJERD(www.ijerd.com)International Journal of Engineering Research and Develop...
IJERD(www.ijerd.com)International Journal of Engineering Research and Develop...IJERD(www.ijerd.com)International Journal of Engineering Research and Develop...
IJERD(www.ijerd.com)International Journal of Engineering Research and Develop...
 
www.ijerd.com
www.ijerd.comwww.ijerd.com
www.ijerd.com
 
Superposition of Harmonic Oscillator-1.docx
Superposition of Harmonic Oscillator-1.docxSuperposition of Harmonic Oscillator-1.docx
Superposition of Harmonic Oscillator-1.docx
 
OrthogonalFunctionsPaper
OrthogonalFunctionsPaperOrthogonalFunctionsPaper
OrthogonalFunctionsPaper
 
Assignment_1_solutions.pdf
Assignment_1_solutions.pdfAssignment_1_solutions.pdf
Assignment_1_solutions.pdf
 
Flip bifurcation and chaos control in discrete-time Prey-predator model
Flip bifurcation and chaos control in discrete-time Prey-predator model Flip bifurcation and chaos control in discrete-time Prey-predator model
Flip bifurcation and chaos control in discrete-time Prey-predator model
 
C222529
C222529C222529
C222529
 
07-Convolution.pptx signal spectra and signal processing
07-Convolution.pptx signal spectra and signal processing07-Convolution.pptx signal spectra and signal processing
07-Convolution.pptx signal spectra and signal processing
 
lec35.ppt
lec35.pptlec35.ppt
lec35.ppt
 
Summer Proj.
Summer Proj.Summer Proj.
Summer Proj.
 
A05330107
A05330107A05330107
A05330107
 
BIOL 364 - assignment 3
BIOL 364 - assignment 3BIOL 364 - assignment 3
BIOL 364 - assignment 3
 
Krishna
KrishnaKrishna
Krishna
 
lec23.ppt
lec23.pptlec23.ppt
lec23.ppt
 
chapter2_alt
chapter2_altchapter2_alt
chapter2_alt
 
lec34.ppt
lec34.pptlec34.ppt
lec34.ppt
 
Dynamics slideshare
Dynamics slideshareDynamics slideshare
Dynamics slideshare
 
Dynamics problems
Dynamics problemsDynamics problems
Dynamics problems
 

Mehr von IJMER

A Study on Translucent Concrete Product and Its Properties by Using Optical F...
A Study on Translucent Concrete Product and Its Properties by Using Optical F...A Study on Translucent Concrete Product and Its Properties by Using Optical F...
A Study on Translucent Concrete Product and Its Properties by Using Optical F...IJMER
 
Developing Cost Effective Automation for Cotton Seed Delinting
Developing Cost Effective Automation for Cotton Seed DelintingDeveloping Cost Effective Automation for Cotton Seed Delinting
Developing Cost Effective Automation for Cotton Seed DelintingIJMER
 
Study & Testing Of Bio-Composite Material Based On Munja Fibre
Study & Testing Of Bio-Composite Material Based On Munja FibreStudy & Testing Of Bio-Composite Material Based On Munja Fibre
Study & Testing Of Bio-Composite Material Based On Munja FibreIJMER
 
Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)
Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)
Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)IJMER
 
Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...
Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...
Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...IJMER
 
Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...
Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...
Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...IJMER
 
Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...
Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...
Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...IJMER
 
Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...
Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...
Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...IJMER
 
Static Analysis of Go-Kart Chassis by Analytical and Solid Works Simulation
Static Analysis of Go-Kart Chassis by Analytical and Solid Works SimulationStatic Analysis of Go-Kart Chassis by Analytical and Solid Works Simulation
Static Analysis of Go-Kart Chassis by Analytical and Solid Works SimulationIJMER
 
High Speed Effortless Bicycle
High Speed Effortless BicycleHigh Speed Effortless Bicycle
High Speed Effortless BicycleIJMER
 
Integration of Struts & Spring & Hibernate for Enterprise Applications
Integration of Struts & Spring & Hibernate for Enterprise ApplicationsIntegration of Struts & Spring & Hibernate for Enterprise Applications
Integration of Struts & Spring & Hibernate for Enterprise ApplicationsIJMER
 
Microcontroller Based Automatic Sprinkler Irrigation System
Microcontroller Based Automatic Sprinkler Irrigation SystemMicrocontroller Based Automatic Sprinkler Irrigation System
Microcontroller Based Automatic Sprinkler Irrigation SystemIJMER
 
On some locally closed sets and spaces in Ideal Topological Spaces
On some locally closed sets and spaces in Ideal Topological SpacesOn some locally closed sets and spaces in Ideal Topological Spaces
On some locally closed sets and spaces in Ideal Topological SpacesIJMER
 
Intrusion Detection and Forensics based on decision tree and Association rule...
Intrusion Detection and Forensics based on decision tree and Association rule...Intrusion Detection and Forensics based on decision tree and Association rule...
Intrusion Detection and Forensics based on decision tree and Association rule...IJMER
 
Natural Language Ambiguity and its Effect on Machine Learning
Natural Language Ambiguity and its Effect on Machine LearningNatural Language Ambiguity and its Effect on Machine Learning
Natural Language Ambiguity and its Effect on Machine LearningIJMER
 
Evolvea Frameworkfor SelectingPrime Software DevelopmentProcess
Evolvea Frameworkfor SelectingPrime Software DevelopmentProcessEvolvea Frameworkfor SelectingPrime Software DevelopmentProcess
Evolvea Frameworkfor SelectingPrime Software DevelopmentProcessIJMER
 
Material Parameter and Effect of Thermal Load on Functionally Graded Cylinders
Material Parameter and Effect of Thermal Load on Functionally Graded CylindersMaterial Parameter and Effect of Thermal Load on Functionally Graded Cylinders
Material Parameter and Effect of Thermal Load on Functionally Graded CylindersIJMER
 
Studies On Energy Conservation And Audit
Studies On Energy Conservation And AuditStudies On Energy Conservation And Audit
Studies On Energy Conservation And AuditIJMER
 
An Implementation of I2C Slave Interface using Verilog HDL
An Implementation of I2C Slave Interface using Verilog HDLAn Implementation of I2C Slave Interface using Verilog HDL
An Implementation of I2C Slave Interface using Verilog HDLIJMER
 
Discrete Model of Two Predators competing for One Prey
Discrete Model of Two Predators competing for One PreyDiscrete Model of Two Predators competing for One Prey
Discrete Model of Two Predators competing for One PreyIJMER
 

Mehr von IJMER (20)

A Study on Translucent Concrete Product and Its Properties by Using Optical F...
A Study on Translucent Concrete Product and Its Properties by Using Optical F...A Study on Translucent Concrete Product and Its Properties by Using Optical F...
A Study on Translucent Concrete Product and Its Properties by Using Optical F...
 
Developing Cost Effective Automation for Cotton Seed Delinting
Developing Cost Effective Automation for Cotton Seed DelintingDeveloping Cost Effective Automation for Cotton Seed Delinting
Developing Cost Effective Automation for Cotton Seed Delinting
 
Study & Testing Of Bio-Composite Material Based On Munja Fibre
Study & Testing Of Bio-Composite Material Based On Munja FibreStudy & Testing Of Bio-Composite Material Based On Munja Fibre
Study & Testing Of Bio-Composite Material Based On Munja Fibre
 
Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)
Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)
Hybrid Engine (Stirling Engine + IC Engine + Electric Motor)
 
Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...
Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...
Fabrication & Characterization of Bio Composite Materials Based On Sunnhemp F...
 
Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...
Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...
Geochemistry and Genesis of Kammatturu Iron Ores of Devagiri Formation, Sandu...
 
Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...
Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...
Experimental Investigation on Characteristic Study of the Carbon Steel C45 in...
 
Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...
Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...
Non linear analysis of Robot Gun Support Structure using Equivalent Dynamic A...
 
Static Analysis of Go-Kart Chassis by Analytical and Solid Works Simulation
Static Analysis of Go-Kart Chassis by Analytical and Solid Works SimulationStatic Analysis of Go-Kart Chassis by Analytical and Solid Works Simulation
Static Analysis of Go-Kart Chassis by Analytical and Solid Works Simulation
 
High Speed Effortless Bicycle
High Speed Effortless BicycleHigh Speed Effortless Bicycle
High Speed Effortless Bicycle
 
Integration of Struts & Spring & Hibernate for Enterprise Applications
Integration of Struts & Spring & Hibernate for Enterprise ApplicationsIntegration of Struts & Spring & Hibernate for Enterprise Applications
Integration of Struts & Spring & Hibernate for Enterprise Applications
 
Microcontroller Based Automatic Sprinkler Irrigation System
Microcontroller Based Automatic Sprinkler Irrigation SystemMicrocontroller Based Automatic Sprinkler Irrigation System
Microcontroller Based Automatic Sprinkler Irrigation System
 
On some locally closed sets and spaces in Ideal Topological Spaces
On some locally closed sets and spaces in Ideal Topological SpacesOn some locally closed sets and spaces in Ideal Topological Spaces
On some locally closed sets and spaces in Ideal Topological Spaces
 
Intrusion Detection and Forensics based on decision tree and Association rule...
Intrusion Detection and Forensics based on decision tree and Association rule...Intrusion Detection and Forensics based on decision tree and Association rule...
Intrusion Detection and Forensics based on decision tree and Association rule...
 
Natural Language Ambiguity and its Effect on Machine Learning
Natural Language Ambiguity and its Effect on Machine LearningNatural Language Ambiguity and its Effect on Machine Learning
Natural Language Ambiguity and its Effect on Machine Learning
 
Evolvea Frameworkfor SelectingPrime Software DevelopmentProcess
Evolvea Frameworkfor SelectingPrime Software DevelopmentProcessEvolvea Frameworkfor SelectingPrime Software DevelopmentProcess
Evolvea Frameworkfor SelectingPrime Software DevelopmentProcess
 
Material Parameter and Effect of Thermal Load on Functionally Graded Cylinders
Material Parameter and Effect of Thermal Load on Functionally Graded CylindersMaterial Parameter and Effect of Thermal Load on Functionally Graded Cylinders
Material Parameter and Effect of Thermal Load on Functionally Graded Cylinders
 
Studies On Energy Conservation And Audit
Studies On Energy Conservation And AuditStudies On Energy Conservation And Audit
Studies On Energy Conservation And Audit
 
An Implementation of I2C Slave Interface using Verilog HDL
An Implementation of I2C Slave Interface using Verilog HDLAn Implementation of I2C Slave Interface using Verilog HDL
An Implementation of I2C Slave Interface using Verilog HDL
 
Discrete Model of Two Predators competing for One Prey
Discrete Model of Two Predators competing for One PreyDiscrete Model of Two Predators competing for One Prey
Discrete Model of Two Predators competing for One Prey
 

Some Dynamical Behaviours of a Two Dimensional Nonlinear Map

  • 1. International Journal of Modern Engineering Research (IJMER) www.ijmer.com Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306 ISSN: 2249-6645 Some Dynamical Behaviours of a Two Dimensional Nonlinear Map Tarini Kumar Dutta1, Debasish Bhattacharjee2, Basistha Ram Bhuyan3 1 Department of Mathematics; Gauhati University; Guwahati 781014; INDIA 2 Department of Mathematics; B. Borooah College; Guwahati 781007; INDIA 3 Department of Mathematics; LCB College; Guwahati 781011; INDIA Abstract: We consider the Nicholson Bailey model f(x,y)= (𝐿 𝑥 𝑒 −𝑎 𝑦 , 𝑥 1 − 𝑒 −𝑎𝑦 ) Where L and a are adjustable parameters, and analyse dynamical behaviours of the model. It is observed that the steady state occurs when there is no predator and prey for a certain range of the control parameters and that there exists a certain region of the control parameters in which the natural equilibrium state never occurs. In that case a modified version of the model is considered by taking care of the unboundedness of the prey system. It is further found that the model follows the stability of period-doubling fashion obeying Feigenbaum universal constant 𝛿 and at last attains infinite period doubling route leading to chaos in the system. The bifurcation points are calculated numerically and after that the accumulation point i.e. onset of chaos is calculated based on the experimental values of bifurcation points. Key Words: Period-Doubling Bifurcation/ Periodic orbits / Feigenbaum Universal Constant Accumulation point 2010 AMS Classification: 37 G 15, 37 G 35, 37 C 45 I. Introduction: The Nicholson Bailey model [14] was developed in 1930’s to describe population dynamics of host-parasite (predator- prey) system. It has been assumed that parasites search hosts at random and that both parasites and hosts are assumed to be distributed in a non-contiguous ("clumped") fashion in the environment. However the modified version of the Nicholson- Bailey model has been discussed many times by many authors [1, 2, 6, 9, 10, and 11]. In this present discussion in section 1.2 we verify the stability and dynamic behaviour of the model analytically and then in section 1.3 the modified form of the model has been taken which restricts the unboundedness of the model to some extent. The detailed dynamical behaviour of a particular form of its class has been studied and it has been observed that the map follows period doubling bifurcation route to chaos proving that the natural equilibrium changes its nature from periodic order to chaos .In section 1.4 numerical evaluations has been carried out to prove the geometrical behaviour. Lastly, in section 1.5 the calculation of the accumulation point from where chaos starts has been evaluated numerically, [3, 5, 6,8,12, and 13]. 1.1 Nicholson-Bailey model: The model as discussed by Nicholson and Bailey is as follows: 𝑥 𝑛+1 = 𝐿𝑥 𝑛 𝑒 −𝑎𝑦 𝑛 𝑦 𝑛+1 = 𝑥 𝑛 1 − 𝑒 −𝑎𝑦 𝑛 , where 𝑥 𝑛+1 represents the number of hosts (or prey) at stage n and 𝑦 𝑛+1 represents number of parasites(or predator) at n th stage. The difference equation can also be written in the function form as follows: f(x,y)= (𝐿 𝑥 𝑒 −𝑎 𝑦 , 𝑥 1 − 𝑒 −𝑎𝑦 ) 1.2.1 Steady state of the above system: The fixed point is given as follows: 𝐿 𝑥 𝑒 −𝑎 𝑦 = 𝑥 (1.2.1.1) 𝑥 1 − 𝑒 −𝑎𝑦 = 𝑦 (1.2.1.2) Clearly (0,0) is one of the fixed points . Let 𝑥 ≠ 0 then 1 1 1 1 𝑒 −𝑎𝑦 = 𝐿 𝑖. 𝑒. −𝑎𝑦 = log 𝐿 𝑖. 𝑒. 𝑦 = − 𝑎 log⁡ 𝐿 ) ( from (1.2.1.1) From (1.2.1.2) we have 1 1 1 𝑥 1 − 𝐿 = − 𝑎 log⁡ 𝐿 ) ( 1 1 log 𝑎 𝐿 i.e 𝑥 = − 1 1− 𝐿 1 1 log 1 1 𝑎 𝐿 Thus the fixed points are (− 1 , − 𝑎 log⁡ 𝐿 )) and (0,0). However at L=1,(1.2.1.1) gives y=0 and it automatically satisfy ( 1− 𝐿 (1.2.1.2) for any value of x. Hence any (x,0) is a fixed point for L=1. 1.3.2 Stability of the equilibrium points: Now the Jacobian matrix is given by 𝐿𝑒 −𝑎𝑦 −𝑎𝐿𝑥𝑒 −𝑎𝑦 −𝑎𝑦 The eigenvalues of which are: 1− 𝑒 𝑎𝑥𝑒 −𝑎𝑦 www.ijmer.com 4302 | Page
  • 2. International Journal of Modern Engineering Research (IJMER) www.ijmer.com Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306 ISSN: 2249-6645 1 −𝑎𝑦 𝑒 𝐿 + 𝑎𝑥— 4𝑎𝑒 𝑎𝑦 𝐿𝑥 + 𝐿 + 𝑎𝑥 2 𝑎𝑛𝑑 2 1 −𝑎𝑦 2 𝑒 𝐿 + 𝑎𝑥 − −4𝑎𝑒 𝑎𝑦 𝐿𝑥 + 𝐿 + 𝑎𝑥 2 For fixed point (0,0) , the eigenvalues are 0, L. This shows that (0,0) is a stable solution till L=1. However for other fixed points say (x,y) , we have 1 𝑒 −𝑎𝑦 = 𝐿 , hence the eigenvalues become 1 1 𝐿 + 𝑎𝑥 − −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 𝑎𝑛𝑑 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 2𝐿 2𝐿 In particular for L=1, the eigenvalues are ax, 1. Thus if ax<1 one of the eigenvalues become less than 1.That is why at L=1 the trajectory converges to (x,0) such that ax<1. Now for the period- doubling bifurcation point, 1 2𝐿 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 = −1 i.e. 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 =-2L i.e. 3𝐿 + 𝑎𝑥 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 i.e. 3𝐿 + 𝑎𝑥 2 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 i.e.8𝐿2 + 4𝑎𝐿𝑥 + 4𝑎𝐿2 𝑥 = 0 i.e.2𝐿 + 𝑎𝑥 + 𝑎𝐿𝑥 = 0 𝑎𝑥 i.e. L=− 2+𝑎𝑥 (1.2.2.1) 1 1 log log 𝑡 𝑎 𝐿 Putting x= − 1 in (1.2.2.1) we have 𝑎𝑥 = 1− 𝑡−1 𝐿 From eq (1.2.2.1) we have, log 𝑡 L=− log 𝑡 𝑡−1 (2+ ) 𝑡−1 1 − log 𝑡 i.e. = i.e. −𝑡𝑙𝑜𝑔 𝑡 − log 𝑡 = 2(𝑡 − 1) 𝑡 2 𝑡−1 +log ⁡ (𝑡) i.e.−𝑙𝑜𝑔𝑡 𝑡 + 1 = 2(𝑡 − 1) if t>1 then l.h.s. is negative and r.h.s. is positive. If t<1 then l.h.s. is positive but r.h.s. is negative. Hence there is no solution i.e. period doubling bifurcation does not occur. 1 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 = 1 2𝐿 i.e. 𝐿 + 𝑎𝑥 + −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 =2L i.e. −𝐿 + 𝑎𝑥 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 i.e. −𝐿 + 𝑎𝑥 2 = −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 i.e.−4𝑎𝐿𝑥 + 4𝑎𝐿2 𝑥 = 0 i.e.−𝑎𝑥 + 𝑎𝐿𝑥 = 0 i.e. L=1 (1.2.2.2) 1 1 log 1 1 𝑎 𝐿 Again we consider the stability of the other fixed point (− 1 , − 𝑎 log⁡ 𝐿 )) ( 1− 𝐿 1 1 log 1 1 Now we consider the expression −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 for the fixed point (− 𝑎 1 𝐿 , − 𝑎 log⁡ 𝐿 )).The simplified expression ( 1− 𝐿 is 12  −2(−1+𝐿)2 (−1+2𝐿)+2Log [𝐿](−1+𝐿2 −𝐿Log [𝐿]) (−1+𝐿)3 𝐿 g L =g(L) 14 16 18 20 22 24 L 200 400 600 800 1000 Fig 1.2.2.a : Abcissa represents the control parameter L and ordinate represents g(L) Clearly,g(L) is negative for L>1 Hence magnitude of the eigenvalues become www.ijmer.com 4303 | Page
  • 3. International Journal of Modern Engineering Research (IJMER) www.ijmer.com Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306 ISSN: 2249-6645 1 1 𝐿 + 𝑎𝑥 − −4𝑎𝐿2 𝑥 + 𝐿 + 𝑎𝑥 2 = 𝐿 + 𝑎𝑥 2 − 𝐿 + 𝑎𝑥 2 + 4𝑎𝐿2 𝑥 2𝐿 2𝐿 𝐿𝑙𝑜𝑔𝐿 = 𝑎𝑥 = 𝐿−1 =h(L)(say).  For L>1 and for large value of L, the above expression shows the graph as h L 2.5 2.0 1.5 1.0 0.5 L 200 400 600 800 1000 Fig 1.2.2.b: Abcissa represents the control parameter L and ordinate represents h(L) Hence the fixed pint is unstable, and this shows that the model has been made to fulfill the fact that equilibrium stage never occurs for predator system in nature. We now take a modified version of the Nicolson Bailey model, i.e. we take 2 𝑥 𝑛+1 = 𝐿𝑥 𝑛 𝑒 −𝑎𝑦 𝑛 −𝑥 𝑛 𝑦 𝑛+1 = 𝑥 𝑛 1 − 𝑒 −𝑎𝑦 𝑛 2 The additional term 𝑒 (−𝑥 𝑛 ) with 𝑥 𝑛+1 helps to restrict the unlimited growing of host(or prey). 1.3 Dynamical behaviour of the map keeping “a” constant: We now fix the parameters say “a” and keep varying L to analyse the detailed dynamical behaviours of the map. Let us take a=0.1. On inspection it can be seen that (0,0) is a fixed point of the model satisfying the equation 2 f(x,y)=(x,y) =(𝐿xe−ay −x , x 1 − e−ay ) i.e. x= 𝐿xe−ay −x^2 y= x 1 − e−ay (1.3.1) Using “Mathematica” software we generate the bifurcation diagram for the observation of the whole dynamical behaviour of the map as L is varied. Fig 1.3.a: The figure is generated using 20000 points of which the last 300 points are taken at every parameter value of L, and plotted the x coordinate of the point (x,y) vs. L. The eigen values of the linearised form are as follows: 1 −𝑥 2 −2𝑎𝑦 2 2 2 ⅇ (ⅇ 𝑎𝑦 𝐿 + 𝑎ⅇ 𝑥 +𝑎𝑦 𝑥 − 2ⅇ 𝑎𝑦 𝐿𝑥 2 ± (−ⅇ 𝑎𝑦 𝐿 − 𝑎ⅇ 𝑥 +𝑎𝑦 𝑥 + 2ⅇ 𝑎𝑦 𝐿𝑥 2 )2 − 4ⅇ 𝑥 +2𝑎𝑦 (𝑎ⅇ 𝑎𝑦 𝐿𝑥 − 2𝑎𝐿𝑥 3 ) , which 2 can be re- written as 1 2𝐿 (ⅇ 𝑎𝑦 𝐿 + 𝑎𝐿𝑥 − 2ⅇ 𝑎𝑦 𝐿𝑥 2 ± (−ⅇ 𝑎𝑦 𝐿 − 𝑎𝐿𝑥 + 2ⅇ 𝑎𝑦 𝐿𝑥 2 )2 − 4ⅇ 𝑎𝑦 L(𝑎ⅇ 𝑎𝑦 𝐿𝑥 − 2𝑎𝐿𝑥 3 ) The diagram shows that the model follows period doubling route to chaos on increasing the control parameter L. For (0,0) the eigenvalues are 0, L, which says that (0,0) loses stability at L=1. Let (x0 ,y0) be a fixed point of the map f where neither of x0, y0 are equal to zero. The fixed point is stable till both the eigen values at x0, y0 are less than 1 in modulus. However the first bifurcation point can be obtained from the equations (1.2.1) and min{𝜆1 ,𝜆2 }=-1.If we now begin to increase the value of L exceeding the bifurcation point , the fixed point (x0,y0) loses its stability and there arises around it two points, say, (x21(L), y21(L)) and (x22(L), y22(L)) forming a stable periodic trajectory of period 2. On increasing the value of L one of the eigen values starts decreasing from positive values to negative and when we reach a certain www.ijmer.com 4304 | Page
  • 4. International Journal of Modern Engineering Research (IJMER) www.ijmer.com Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306 ISSN: 2249-6645 value of L, we find that one of the eigenvalues of the Jacobian of f2 becomes -1, indicating the loss of stability of the periodic trajectory of period two. Thus, the second bifurcation takes place at this value L2 of L. We can repeat the same process, and find that the periodic trajectory of period 2n becomes unstable and a periodic trajectory of period 2n+1 appears in its neighbourhood for all n=1,2,3,…. , [ 5,6,8,10 ]. 1.4 Numerical Method for Obtaining Bifurcation Points: We have used Newton-Raphson method to obtain the periodic points which has been proved to be worthy for sufficient accuracy and time saving. The Newton Recurrence formula is 𝑥 𝑛+1 = 𝑥 𝑛 − 𝐷𝑓 𝑥 𝑛 −1 𝑓(𝑥 𝑛 ) , where n = 0,1,2,… and 𝐷𝑓(𝑥 ) is the Jacobian of the map f at the vector 𝑥 = (𝑥1 , 𝑥2 )(say) . We see that this map f is equal to fk-I in our case, where k is the appropriate period. The Newton formula actually gives the zero(s) of a map, and to apply this numerical tool in our map one needs a number of recurrence formulae which are given below. 2 Let the initial point be ( x0 , y0 ) and let M(x,y)= 𝐿xe−ay −x ,N(x,y)= x 1 − e−ay , 𝜕𝑀 𝜕𝑀 𝜕𝑁 𝜕𝑁 Let A0= (𝑥 0 ,𝑦0 ) , B0= (𝑥 0 ,𝑦0 ) , C0= (𝑥 0 ,𝑦0 ) , D0= (𝑥 0 ,𝑦0 ) 𝜕𝑥 𝜕𝑦 𝜕𝑥 𝜕𝑦 ∂M ∂M ∂x (x k ,y k ) ∂y (x k ,y k ) Ak−1 Bk−1 and Ak= ∀k ≥ 1 ∂N ∂N Ck−1 Dk−1 ∂x (x k ,y k ) ∂y (x k ,y k ) Since the fixed point of the map f is a zero of the map F(x,y) = f(x,y)-(x,y), the Jacobian of F(k) is given by  A 1 Bk  1  D k  1  Bk  Jk  I   k  C  D k  1  . Its inverse is J k  I  1     k     C k A k  1   where =(Ak-1)(Dk-1)-BkCk, the Jacobian determinant. Therefore, Newton’s method gives the following recurrence formula in order to yield a periodic point of Fk (D k  1)(x n  x n )  B k ( y n  y n ) x n 1  x n   (C k )(x n  x n )  (A k  1)( y n  y n ) y n 1  yn   where F ( xn )  ( xn , y n ) k 1.4.1 Numerical Methods for Finding Bifurcation Values: As described above for some particular value of L=L1 say , the fixed point of fk is calculated and hence the eigenvalues of Jk can be calculated at the fixed point. Let (x1,y1) ,(x2,y2),…. (xk,yk) be the periodic points of f at L1. Let 𝜆1 , 𝜆2 be the two eigen values of Jk at L1 , let I(k,L1)= min{𝜆1 , 𝜆2 }, where n=2k is the period number .Then we search two values of “L” say L11 and L22 such that (I(k,L11)+1)(I(k,L22)+1) < 0 .Then the existence of nth bifurcation point is confirmed in between L11 and L22. Then we may apply some of the numerical techniques viz. Bisection method or Regula Falsi method on L11 and L22 for sufficient number of iterations to get L such that I(k,L)=-1. Our numerical results are as follows: Table 1.4.1.a: Bifurcation points calculated with the above numerical procedure are given as follows: Period Bifurcation point n=1 2.71828182845904523536028747135266249775724709369995957496696 n=2 3.53684067130120359837043484826459115405423168841443588327400 n=4 3.77415543777691650197392802578931393394103470516281183784919 n=8 3.82788212068493762703545087588566660131789524411227589313294 n=16 3.83954703996904224281164775272528029534621679916918934834796 n=32 3.84205211923591357428498949577187590314662912792561150844422 n=64 3.84258895757543669502842561849603953670354363149648649855300 n=128 3.84270394654591339735557484998431661721920300008353132976556 n=256 3.84272857434341121053856237571767662232417602736345292594595 n=512 3.84273384889445086737896598441474166356789762228260539689561 n=1024 3.842734978543189743621418854360407234045741604974429302522640 n=2048 3.84273522047942178512266708047918352493564928024817333443963 The Feigenbaum universal constant is calculated using the experimentally calculated bifurcation point using the following A −A n −1 formula δn = A n −A ,where 𝐴 𝑛 represents nth bifurcation point. The values of 𝛿 𝑛 are as follows. n +1 n www.ijmer.com 4305 | Page
  • 5. International Journal of Modern Engineering Research (IJMER) www.ijmer.com Vol.2, Issue.6, Nov-Dec. 2012 pp-4302-4306 ISSN: 2249-6645 𝛿1 =3.44925372743685 𝛿2 =4.41707460112493 𝛿3 =4.60583409104533 𝛿5 =4.65650705682990 𝛿6 =4.66635685725543 𝛿7 =4.66860723509033 𝛿8 =4.66907243682318 𝛿9=4.66917417475885 𝛿10 =4.66919570494443 𝛿11 =4.66920034814159 It may be observed that the map obeys Feigenbaum universal behaviour as the sequence {𝛿 𝑛 } converges to 𝛿 as n becomes very large. 1.5 Accumulation Point: The accumulation point can be calculated by the formula A∞=(A2-A1)/(δ-1), where δ is Feigenbaum constant. But it has been observed that {𝛿 𝑛 } converges to 𝛿 as n→ ∞.Therefore a sequence of accumulation point { A∞,n}is made using the formula A∞,n=(An+1-An)/(δ-1)[8]. From the above experimental values of bifurcation points and using δ= 4.669201609102990671853204 the sequence of values is constructed as follows: 𝐴∞,1 = 3.75992975989513108127 𝐴∞,2 = 3.83883293216342125972 𝐴∞,3 = 3.84252472924989889705 𝐴∞,4 = 3.84272618369752118495 𝐴∞,5 = 3.84273485066736624607 𝐴∞,6 = 3.84273526688103365882 𝐴∞,7 = 3.84273528550809836535 𝐴∞,8 = 3.84273528637510680165 𝐴∞,9 = 3.84273528641454422260 𝐴∞,10 = 3.84273528641636195462 𝐴∞,11 = 3.84273528641644509866 It may be observed that the sequence converges to the point 3.842735286416 …. After which chaotic region starts. References: 1. Beddington, J.R., Free, C.A., Lawton, J.H., “Dynamic Complexity in Predator-Prey models framed in difference equations”, Nature, 225(1975),58-60. 2. Comins,H.N., Hassel,M.P., May,R., “ The spatial dynamics of host-parasitoid systems”,Journal of Animal Ecology,vol-61(1992),pp-735-748. 3. Falconer, K.J.,“Fractal Geometry: Mathematical Foundations and Applications”, John Wiley publication, 1998 4. Feigenbaum, M.J., “Qualitative Universility for a class of non-linear transformations”, J.Statist.Phys,19:1(1978),25-52. 5. Feigenbaum, M.J., “ Universility Behavior in non-linear systems”, Los Alamos Science,1.(1980),4-27. 6. Hassel,M.P.,Comins,H.N.,May,R., “ Spatial structure of chaos in insect population dynamics”,Nature,Vol- 353(1991),pp-255-258. 7. Henon, M., “A two dimensional mapping with a strange attractor”, Comm. Math. Phys. Lett.A 300(2002), 182-188 8. Hilborn, R.C., “Chaos and Non-linear dynamics”,Oxford Univ.Press.1994. 9. Hone, A.N.W., Irle, M.V.,Thurura, G.W., “On the Neimark-Sacker bifurcation in a discrete predetor-prey system”,2009. 10. Kujnetsov, Y., “Elements of Applied Bifurcation Theory”, Springer(1998). 11. May, R.M.,“Simple Mathematical Models With Very Complicated Dynamics”, Nature,Vol.261(1976),459. 12. Murray, J.D., “Mathematical Biology 1:An Introduction ,Third Edition”, Springer.1997 13. Murray, J.D., “Mathematical Biology II: Spatial Models and Biomedical Applications”, Springer, 2001 14. Nicholson,A.J. ,Bailey V.A., “The Balance of Animal Populations-Part-1”,Proceedings of the Zoological Society of London,Vol-105,issue-3(1935),pp-551-598 www.ijmer.com 4306 | Page