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EARTHQUAKE
ENGINEERING
1.3. Waves & Measures

  1.3.1. Seismic Waves


  1.3.2. Earthquake Measures
1.3.1. Seismic Waves

Definition

   "seismic waves
    seismic waves" are the vibrations resulting as a result 
                                              g
   of the energy released from the earthquake


   These waves travel outward from the source of the 
   earthquake along the surface and through the Earth at 
   earthquake along the surface and through the Earth at
   varying speeds depending on the material through 
   which they move. 




Prof. Dr. Osman Shaalan       Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves

Classification
      Body Waves                  Primary (P)

                                  Secondary (S)     SV

                                                    SH


      Surface Waves               Love (LQ)

                                  Reliegh (LR)

      Successive
      (Torsion)

Dr. Osman Shaalan     Earthquake Engineering      Dr. Tharwat Sakr
1.3.1. Seismic Waves

Body and Surface Waves




Dr. Osman Shaalan     Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves

Body Waves (Primary Waves)
The faster of the seismic
waves



                             The P waves are able to travel
                             through     solid    rock,  liquid
 Its motion is the same as   material, such as volcanic magma
 that of a sound wave in a   or the water of the oceans.
 fluid
                             In most earthquakes, the P waves
                             are felt first

Dr. Osman Shaalan      Earthquake Engineering      Dr. Tharwat Sakr
1.3.1. Seismic Waves

Body Waves (Secondary Waves)
  The slower wave through
  the body of rock is called
  the secondary or S wave.


  At right angles to the
  direction of travel

  The S waves cannot propagate in the liquid parts of the
  earth, such as the oceans, and their amplitude is
  significantly reduced in liquefied soil.


Dr. Osman Shaalan      Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves

Illustration (Body & Surface Waves)




             Rayleigh Waves                        Love Waves
Dr. Osman Shaalan             Earthquake Engineering            Dr. Tharwat Sakr
1.3.1. Seismic Waves

Surface Waves
                                  Love wave moves the
                                  ground side to side in a
                                  horizontal plane parallel to
                                  the earth’s surface



                                  Rayleigh a e
                                  Ra leigh wave like rolling
                                  ocean wave, the pieces of
                                  rock distributed by a
  Its
  It motion i restricted t
         ti   is   t i t d to     Rayleigh wave move both
  near the ground surface.        vertically and horizontally
                                  in a vertical plane

Dr. Osman Shaalan      Earthquake Engineering     Dr. Tharwat Sakr
1.3.1. Seismic Waves

Illustration (Surface Waves)




  Love wave

                                                         Rayleigh wave




             Rayleigh Waves                        Love Waves
Dr. Osman Shaalan             Earthquake Engineering            Dr. Tharwat Sakr
1.3.1. Seismic Waves

Propagation of Waves




Dr. Osman Shaalan     Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves

Propagation of Waves




Dr. Osman Shaalan     Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves
 Earths Structure
                                         Earth Diameter about 12756 Km




                                        Crustal Earthquakes Up to 30 Km

                                          Shallow Earthquakes 5-20 Km

                                         Moderate E th
                                         M d t Earthquakes 20 50 K
                                                       k 20-50 Km

                                           Deep Earthquakes 300-700




Prof.Dr. Osman Shaalan       Earthquake Engineering       Dr. Tharwat Sakr
1.3.1. Seismic Waves
Wave Recording
             g




 Prof.Dr. Osman Shaalan       Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves
 Wave Velocity
             y
 Velocity of P wave




 Velocity of S wave




     K - Bulk Modulus

     - Soil Rigidity

      - Density

Prof.Dr. Osman Shaalan       Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves
Wave Velocity
            y
  P Waves
         1-14 (8)


  S Waves
         1-8 (4)


  Love W
  L    Waves
         2-6


  Releigh Waves
         1-5


Prof.Dr. Osman Shaalan       Earthquake Engineering   Dr. Tharwat Sakr
1.3.1. Seismic Waves
Focal Distance
Arrival Times




d- Focal Distance




Common




 Prof.Dr. Osman Shaalan       Earthquake Engineering   Dr. Tharwat Sakr
1.3.2. Earthquake Measures


   Magnitude

   Modified Mercally Scale
           (1 to 12 Points concerning Earthquake Effects

   Peak Ground Acceleration (PGA)
           (from Earthquake Acceleration Record )

   Peak Ground Velocity (PGV)
           (from Earthquake Velocity Record )

   Peak Ground Displacement (PGD)
           (from Earthquake Displacement Record )


    Duration of Ground motion and Frequency content
1.3.2. Earthquake Measures
 Magnitude
   g
      Measured for the Amount of Strain Energy Released
      Logarithm (Base 10) of
       maximum amplitude
       measured in micrometers of
       the earth record obtained
       from Wood-Anderson
       seismograph corrected to
       distance of 100 km
      Less than 5 No structural
       damage is expected


Prof.Dr. Osman Shaalan      Earthquake Engineering   Dr. Tharwat Sakr
1.3.2. Earthquake Measures
 Frequency & Energy
    q    y       gy




Prof.Dr. Osman Shaalan      Earthquake Engineering   Dr. Tharwat Sakr
1.3.2. Earthquake Measures
 Frequency & Description
    q    y         p
    Richter                                                                   Frequency of
              Desc.                    Earthquake effects
       M                                                                       occurrence
   <20
     2.0    Micro   Micro earthquakes not felt [6]
                           earthquakes,       felt.                          8,000
                                                                             8 000 per day
   2.0–2.9          Generally not felt, but recorded.                        1,000 per day
            Minor
   3.0–3.9          Often felt, but rarely causes damage.                    49,000 per year
                    Noticeable shaking of indoor items, rattling noises.
   4.0 4.9
   4.0–4.9 Light                                                             6,200 per year
                    Significant d
                    Si ifi       damage unlikely.
                                            lik l
                    Can cause major damage to poorly constructed
   5.0–5.9 Moderate buildings over small regions. At most slight damage to   800 per year
                    well-designed buildings.
                             g             g
                    Can be destructive in areas up to about 160 kilometres
   6.0–6.9 Strong                                                            120 per year
                    (100 mi) across in populated areas.
   7.0–7.9 Major    Can cause serious damage over larger areas.              18 per year
                    Can
                    C cause serious damage in areas several hundred
                                   i    d         i           lh d d
   8.0–8.9                                                                   1 per year
           Great    miles across.
   9.0–9.9          Devastating in areas several thousand miles across.      1 per 20 years
                    Never recorded; see below for equivalent seismic
                                                     q                       Extremely rare
                                                                                      y
   10.0+
   10 0+   Massive
                    energy yield.                                            (Unknown

Prof.Dr. Osman Shaalan                Earthquake Engineering                 Dr. Tharwat Sakr
1.3.2. Earthquake Measures
 Frequency & Description
    q    y         p
      Richter           TNT for         Joule
                                                                         Example
     App. M         Seismic Energy   equivalent
   0.0
   00            15.0 (0.529
                 15 0 g (0 529 oz)   63.1
                                     63 1 kJ
   1.5           2.67 kg (5.88 lb)   11.2 MJ    World War II conventional bombs
   3.5           2.67 metric tons    11.2 GJ    Chernobyl nuclear disaster, 1986
   4.0           15.0 metric tons    63.1 GJ    Small atomic bomb
   4.5           84.4 metric tons    355 GJ     Tajikistan earthquake, 2006
   6.0           15.0 kilotons       62.7 TJ    Double Spring Flat earthquake (Nevada, USA), 1994
   6.5           84.4 kilotons       355 TJ     Eureka earthquake (California, USA), 2010
   6.6
   66            119 kilotons        501 TJ     San Fernando earthquake (California USA), 1971
                                                                          (California, USA)
   6.7           168 kilotons        708 TJ     Northridge earthquake (California, USA), 1994
   7.5           2.67 megatons       11.2 PJ    Kashmir earthquake (Pakistan), 2005
   8.1           21.2 megatons       89.1 PJ    Guam earthquake, August 8, 1993[12]
   8.35 (app.)   50 megatons         210 PJ     Tsar a - Largest thermonuclear weapon ever tested
   8.8           238 megatons        1.00 EJ    Chile earthquake, 2010
   9.0           474 megatons        2.00 EJ    Sendai earthquake and tsunami (Japan), 2011
   9.5
   95            2.67
                 2 67 gigatons       11.2
                                     11 2 EJ    Valdivia earthquake (Chile), 1960
                                                                     (Chile)
   10.0          15.0 gigatons       63.1 EJ    Never recorded

Prof.Dr. Osman Shaalan                      Earthquake Engineering                  Dr. Tharwat Sakr
1.3.2. Earthquake Measures
Huge Events
  g




 Prof.Dr. Osman Shaalan   Earthquake Engineering   Dr. Tharwat Sakr
1.3.2. Earthquake Measures
 The Modified Mercalli intensity
                               y
   I. Instrumental 
                    Not felt by many people unless in favourable conditions.
   (2)
                     Felt only by a few people at best, especially on the upper floors 
   II. Feeble (2)
                     of buildings. Delicately suspended objects may swing.

                     Felt quite noticeably by people indoors, especially on the 
                     upper floors of buildings. Many do not recognize it as an 
   III. Slight (3)
                     earthquake. Standing motor cars may rock slightly. Vibration 
                     similar to the passing of a truck. Duration estimated.
                      i il t th         i    f t k D ti            ti t d

                    Felt indoors by many people, outdoors by few people during 
                     h d A i h                   k    d Di h      i d      d
                    the day. At night, some awakened. Dishes, windows, doors 
   IV. Moderate (4) disturbed; walls make cracking sound. Sensation like heavy 
                    truck striking building. Standing motor cars rock noticeably. 
                    Dishes and windows rattle alarmingly.
                    Dishes and windows rattle alarmingly

Prof.Dr. Osman Shaalan               Earthquake Engineering             Dr. Tharwat Sakr
1.3.2. Earthquake Measures
 The Modified Mercalli intensity
                               y
                 Felt outside by most, may not be felt by some outside in non-
   V. Rather
                 favourable conditions. Dishes and windows may break and large
   Strong (4)
                 bells will ring. Vibrations like large train passing close to house.
                               g                     g        p     g
                 Felt by all; many frightened and run outdoors, walk unsteadily.
   VI. Strong    Windows, dishes, glassware broken; books fall off shelves; some
   ( )
   (5)           heavy furniture moved or overturned; a few instances of fallen
                      y                               ;
                 plaster. Damage slight.
                Difficult to stand; furniture broken; damage negligible in
                building of good design and construction; slight to moderate in
   VII. Very
                well-built ordinary structures; considerable damage in poorly
   Strong (5-6)
                built or badly designed structures; some chimneys broken.
                Noticed by people driving motor cars.
                           yp p           g
                 Damage slight in specially designed structures; considerable in
   VIII.
                 ordinary substantial buildings with partial collapse. Damage
   Destructive
                 g
                 great in p
                          poorly built structures. Fall of chimneys, factory stacks,
                               y                                 y,        y       ,
   (6)
                 columns, monuments, walls. Heavy furniture moved.

Prof.Dr. Osman Shaalan              Earthquake Engineering             Dr. Tharwat Sakr
1.3.2. Earthquake Measures
 The Modified Mercalli intensity
                               y
                   General panic; damage considerable in specially designed
                   structures, well designed frame structures thrown out of plumb.
   IX. Ruinous (7)
                   Damage great in substantial buildings, with p
                         g g                           g,       partial collapse.
                                                                             p
                   Buildings shifted off foundations.

                       Some well built wooden structures destroyed; most masonry and
   X. Disastrous (7)
   X Di
                       frame structures destroyed with foundation. Rails bent.

   XI.
   XI Very             Few,
                       Few if any masonry structures remain standing. Bridges
                                                            standing
   Disastrous (8+)     destroyed. Rails bent greatly.

                     Total damage - Everything is destroyed Total destruction Lines
                                                    destroyed.       destruction.
   XII. Catastrophic of sight and level distorted. Objects thrown into the air. The
   (8+)              ground moves in waves or ripples. Large amounts of rock move
                     position.


Prof.Dr. Osman Shaalan              Earthquake Engineering            Dr. Tharwat Sakr
1.3.2. Earthquake Measures
PGD – PGV - PGA
   El Centro 1940




 San Fernando 1971




  North Bridge 1994




Prof.Dr. Osman Shaalan     Earthquake Engineering   Dr. Tharwat Sakr

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Earthquake Engineering 2012 Lecture 0103 Measures of Earthquakes

  • 1. EARTHQUAKE ENGINEERING 1.3. Waves & Measures 1.3.1. Seismic Waves 1.3.2. Earthquake Measures
  • 2. 1.3.1. Seismic Waves Definition "seismic waves seismic waves" are the vibrations resulting as a result  g of the energy released from the earthquake These waves travel outward from the source of the  earthquake along the surface and through the Earth at  earthquake along the surface and through the Earth at varying speeds depending on the material through  which they move.  Prof. Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 3. 1.3.1. Seismic Waves Classification Body Waves Primary (P) Secondary (S) SV SH Surface Waves Love (LQ) Reliegh (LR) Successive (Torsion) Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 4. 1.3.1. Seismic Waves Body and Surface Waves Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 5. 1.3.1. Seismic Waves Body Waves (Primary Waves) The faster of the seismic waves The P waves are able to travel through solid rock, liquid Its motion is the same as material, such as volcanic magma that of a sound wave in a or the water of the oceans. fluid In most earthquakes, the P waves are felt first Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 6. 1.3.1. Seismic Waves Body Waves (Secondary Waves) The slower wave through the body of rock is called the secondary or S wave. At right angles to the direction of travel The S waves cannot propagate in the liquid parts of the earth, such as the oceans, and their amplitude is significantly reduced in liquefied soil. Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 7. 1.3.1. Seismic Waves Illustration (Body & Surface Waves) Rayleigh Waves Love Waves Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 8. 1.3.1. Seismic Waves Surface Waves Love wave moves the ground side to side in a horizontal plane parallel to the earth’s surface Rayleigh a e Ra leigh wave like rolling ocean wave, the pieces of rock distributed by a Its It motion i restricted t ti is t i t d to Rayleigh wave move both near the ground surface. vertically and horizontally in a vertical plane Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 9. 1.3.1. Seismic Waves Illustration (Surface Waves) Love wave Rayleigh wave Rayleigh Waves Love Waves Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 10. 1.3.1. Seismic Waves Propagation of Waves Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 11. 1.3.1. Seismic Waves Propagation of Waves Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 12. 1.3.1. Seismic Waves Earths Structure Earth Diameter about 12756 Km Crustal Earthquakes Up to 30 Km Shallow Earthquakes 5-20 Km Moderate E th M d t Earthquakes 20 50 K k 20-50 Km Deep Earthquakes 300-700 Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 13. 1.3.1. Seismic Waves Wave Recording g Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 14. 1.3.1. Seismic Waves Wave Velocity y Velocity of P wave Velocity of S wave K - Bulk Modulus - Soil Rigidity  - Density Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 15. 1.3.1. Seismic Waves Wave Velocity y P Waves 1-14 (8) S Waves 1-8 (4) Love W L Waves 2-6 Releigh Waves 1-5 Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 16. 1.3.1. Seismic Waves Focal Distance Arrival Times d- Focal Distance Common Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 17. 1.3.2. Earthquake Measures  Magnitude  Modified Mercally Scale (1 to 12 Points concerning Earthquake Effects  Peak Ground Acceleration (PGA) (from Earthquake Acceleration Record )  Peak Ground Velocity (PGV) (from Earthquake Velocity Record )  Peak Ground Displacement (PGD) (from Earthquake Displacement Record )  Duration of Ground motion and Frequency content
  • 18. 1.3.2. Earthquake Measures Magnitude g  Measured for the Amount of Strain Energy Released  Logarithm (Base 10) of maximum amplitude measured in micrometers of the earth record obtained from Wood-Anderson seismograph corrected to distance of 100 km  Less than 5 No structural damage is expected Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 19. 1.3.2. Earthquake Measures Frequency & Energy q y gy Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 20. 1.3.2. Earthquake Measures Frequency & Description q y p Richter Frequency of Desc. Earthquake effects M occurrence <20 2.0 Micro Micro earthquakes not felt [6] earthquakes, felt. 8,000 8 000 per day 2.0–2.9 Generally not felt, but recorded. 1,000 per day Minor 3.0–3.9 Often felt, but rarely causes damage. 49,000 per year Noticeable shaking of indoor items, rattling noises. 4.0 4.9 4.0–4.9 Light 6,200 per year Significant d Si ifi damage unlikely. lik l Can cause major damage to poorly constructed 5.0–5.9 Moderate buildings over small regions. At most slight damage to 800 per year well-designed buildings. g g Can be destructive in areas up to about 160 kilometres 6.0–6.9 Strong 120 per year (100 mi) across in populated areas. 7.0–7.9 Major Can cause serious damage over larger areas. 18 per year Can C cause serious damage in areas several hundred i d i lh d d 8.0–8.9 1 per year Great miles across. 9.0–9.9 Devastating in areas several thousand miles across. 1 per 20 years Never recorded; see below for equivalent seismic q Extremely rare y 10.0+ 10 0+ Massive energy yield. (Unknown Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 21. 1.3.2. Earthquake Measures Frequency & Description q y p Richter TNT for Joule Example App. M Seismic Energy equivalent 0.0 00 15.0 (0.529 15 0 g (0 529 oz) 63.1 63 1 kJ 1.5 2.67 kg (5.88 lb) 11.2 MJ World War II conventional bombs 3.5 2.67 metric tons 11.2 GJ Chernobyl nuclear disaster, 1986 4.0 15.0 metric tons 63.1 GJ Small atomic bomb 4.5 84.4 metric tons 355 GJ Tajikistan earthquake, 2006 6.0 15.0 kilotons 62.7 TJ Double Spring Flat earthquake (Nevada, USA), 1994 6.5 84.4 kilotons 355 TJ Eureka earthquake (California, USA), 2010 6.6 66 119 kilotons 501 TJ San Fernando earthquake (California USA), 1971 (California, USA) 6.7 168 kilotons 708 TJ Northridge earthquake (California, USA), 1994 7.5 2.67 megatons 11.2 PJ Kashmir earthquake (Pakistan), 2005 8.1 21.2 megatons 89.1 PJ Guam earthquake, August 8, 1993[12] 8.35 (app.) 50 megatons 210 PJ Tsar a - Largest thermonuclear weapon ever tested 8.8 238 megatons 1.00 EJ Chile earthquake, 2010 9.0 474 megatons 2.00 EJ Sendai earthquake and tsunami (Japan), 2011 9.5 95 2.67 2 67 gigatons 11.2 11 2 EJ Valdivia earthquake (Chile), 1960 (Chile) 10.0 15.0 gigatons 63.1 EJ Never recorded Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 22. 1.3.2. Earthquake Measures Huge Events g Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 23. 1.3.2. Earthquake Measures The Modified Mercalli intensity y I. Instrumental  Not felt by many people unless in favourable conditions. (2) Felt only by a few people at best, especially on the upper floors  II. Feeble (2) of buildings. Delicately suspended objects may swing. Felt quite noticeably by people indoors, especially on the  upper floors of buildings. Many do not recognize it as an  III. Slight (3) earthquake. Standing motor cars may rock slightly. Vibration  similar to the passing of a truck. Duration estimated. i il t th i f t k D ti ti t d Felt indoors by many people, outdoors by few people during  h d A i h k d Di h i d d the day. At night, some awakened. Dishes, windows, doors  IV. Moderate (4) disturbed; walls make cracking sound. Sensation like heavy  truck striking building. Standing motor cars rock noticeably.  Dishes and windows rattle alarmingly. Dishes and windows rattle alarmingly Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 24. 1.3.2. Earthquake Measures The Modified Mercalli intensity y Felt outside by most, may not be felt by some outside in non- V. Rather favourable conditions. Dishes and windows may break and large Strong (4) bells will ring. Vibrations like large train passing close to house. g g p g Felt by all; many frightened and run outdoors, walk unsteadily. VI. Strong Windows, dishes, glassware broken; books fall off shelves; some ( ) (5) heavy furniture moved or overturned; a few instances of fallen y ; plaster. Damage slight. Difficult to stand; furniture broken; damage negligible in building of good design and construction; slight to moderate in VII. Very well-built ordinary structures; considerable damage in poorly Strong (5-6) built or badly designed structures; some chimneys broken. Noticed by people driving motor cars. yp p g Damage slight in specially designed structures; considerable in VIII. ordinary substantial buildings with partial collapse. Damage Destructive g great in p poorly built structures. Fall of chimneys, factory stacks, y y, y , (6) columns, monuments, walls. Heavy furniture moved. Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 25. 1.3.2. Earthquake Measures The Modified Mercalli intensity y General panic; damage considerable in specially designed structures, well designed frame structures thrown out of plumb. IX. Ruinous (7) Damage great in substantial buildings, with p g g g, partial collapse. p Buildings shifted off foundations. Some well built wooden structures destroyed; most masonry and X. Disastrous (7) X Di frame structures destroyed with foundation. Rails bent. XI. XI Very Few, Few if any masonry structures remain standing. Bridges standing Disastrous (8+) destroyed. Rails bent greatly. Total damage - Everything is destroyed Total destruction Lines destroyed. destruction. XII. Catastrophic of sight and level distorted. Objects thrown into the air. The (8+) ground moves in waves or ripples. Large amounts of rock move position. Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr
  • 26. 1.3.2. Earthquake Measures PGD – PGV - PGA El Centro 1940 San Fernando 1971 North Bridge 1994 Prof.Dr. Osman Shaalan Earthquake Engineering Dr. Tharwat Sakr