Computational Mechanics Slides + Notes _ Mousavi

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Slides of Computational Mechanics with some additional important notes on each category. Course of Prof. Gabriella Bolzon, Politecnico di Milano

Computational Mechanics + Notes
Prof. Gabriella Bolzon
Seyed Mohammad Sadegh (Arshia) Mousavi
MSc. Civil Eng for Risk Mitigation, Politecnico di Milano
PhD. Structural Engineering, Queen’s University
E-Mail: 17smsm@queensu.ca 
Slide-Share: https://www.slideshare.net/arshia1987

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

Computational Mechanics Slides + Notes _ Mousavi

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Assessment of structural fire damage in a furniture shop This document summarises the data collected during the inspection of a 3-storey reinforced concrete building surviving a fire. The candidate is expected to: 1. Define a model for the fire scenario in the area around the central columns from 4 to 8 at first floor, considering the range of possible variation of some variables (fire load, RHR, collapse temperature of windows, etc.). Consider that a) fire load and ventilation are the most sensitive parameters governing fire intensity and duration and b) the ventilation factor is well known, based on the compartment and windows geometry c) the model strategy (external flaming vs external fire duration) is relevant just when the ventilation is noticeably limited (this is actually not the case) and d) the cooling rate in the decay stage (Eurocode vs. Buchanan) has significant effect on the depth of penetration of thermally induced damage (especially for temperature less than 500°C). 2. By changing the relevant input parameters within a reasonable range, produce a series of time- temperature curves for the enclosure containing the indicated columns. 3. Produce a series of maximum temperature contour plots for the cross section of the indicated square column. 4. Check the consistency of the plots with the NDT results and choose the most likely max temperature map. 5. Determine the average residual M-N domain for the indicated columns, according to the 500°C critical isotherm method. Please consider that this exercise tackles a real problem and is based on real data collected during onsite inspection. Hence some lack of accuracy or inconsistency of data should be also expected and taken into account. There is no "right answer" but the robustness of approach and careful critical discussion of the available data are the best basis for drawing reliable conclusions.

Fire Resistance of Materials & Structures - Assessment of Structural in a Fur...

Fire Resistance of Materials & Structures - Assessment of Structural in a Fur...

Fire Resistance of Materials & Structures - Assessment of Structural in a Fur...

Analysing the concrete structure for the following aims: (a) Design the critical beam sections at room temperature, by determining the reinforcement, and then evaluate the fire endurance of the beam (with reference to the fire scenario studied in Homework 2) by means of the 500°C isotherm method. Both the static and the kinematic approach should be applied, and the differences between the two should be commented. To ensure the ductility requirements at room temperature, the relative depth of the compression zone must not be larger than x/d = 0.40. * Let us assume that the central column is removed: the new section and the corresponding structural scheme are indicated in the figure below. The total depth h2 becomes 60 cm. (b) Repeat step (a) for the new section and structural scheme, and comment on the possible interaction with the boundaries.

Fire Resistance of Materials & Structures - Analysing the Concrete Structure

Fire Resistance of Materials & Structures - Analysing the Concrete Structure

Fire Resistance of Materials & Structures - Analysing the Concrete Structure

A library room, whose structural steel members are to be checked in fire conditions (in terms of bearing capacity, R criterion). The aims of this project are as follows: 1. Design of the beam and the column at room temperature a) design the beam capacity at the ULS and the check the deflection at the SLS (d ≤ L1/250 in the rare combination) b) design the column for its buckling resistance. 2. Design the beam fire protection (boards) for the required fire resistance under the quasi-permanent load the combination and assuming a three-sided exposure (concrete deck on top) suggested steps: design load under fire ultimate load of the beam at time = 0 ductility class global failure or just a critical section? increased capacity of the critical sections by the adaptation factors degree of utilization of the structure (or the critical section) critical temperature. protection design & final check. 3. Design the column fire protection for the required fire resistance under the quasi- permanent load combination (optional: accounting for the effect of the thermal elongation of the beam). suggested steps: design load under fire thermal elongation of the beam assessment of the equivalent. uniform moment critical temperature (spreadsheet file) protection design & final check If needed, the member cross-sections designed at room temperature may be adjusted in order to meet the required fire resistance (parts 2 and 3)

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Fire Resistance of Materials & Structures - Analysing the Steel Structure

Fire Resistance of Materials & Structures - Analysing the Steel Structure

Theory of Plasticity - Problems + Solutions _ Mousavi

Theory of Plasticity - Problems + Solutions _ Mousavi

Theory of Plasticity - Problems + Solutions _ Mousavi

A composite section (steel beam HE360A + concrete slab) subjected to a standard fire (ISO834) at the intrados of the steel beam. With reference to the provisions of EC1 (for the boundary conditions of convection and radiation), and EC4 (for the thermal properties of concrete and steel) determine: 1. The temperature distribution along axis AB at different time steps; 2. The temperature distribution along CD at different time steps; 3. The temperature at points A and M as a function of the fire duration. And some comments about the important points: a) Temperature differences in the steel profile: more massive zones (web-flange intersection) vs thinner plates (web) their evolution in time (initial fast heating vs smoother final stage); b) Effect of the heat sink on the top flange of the steel beam; c) Shadow effect on the web and internal face of flanges; d) Comparison at points A and M with the heating curves of a steel plate (th = 17.5 mm) exposed on one or two sides (see thermal analysis of steel structures and the related spreadsheet file); e) Concrete response and its progression with or without the flange.

Fire Resistance of Materials and Structures - Heat Transfer and Thermal Analysis

Fire Resistance of Materials and Structures - Heat Transfer and Thermal Analysis

Fire Resistance of Materials and Structures - Heat Transfer and Thermal Analysis

November 2011 Chapter Meeting: Fires in Structures at NIST: Standards Develop...

November 2011 Chapter Meeting: Fires in Structures at NIST: Standards Develop...

November 2011 Chapter Meeting: Fires in Structures at NIST: Standards Develop...

A library room, whose structural elements are to be checked (in terms of bearing capacity, R criterion) in fire conditions. The active protection measures of the room are as follows: · NO automatic fire suppression; · NO independent water supplies; · Automatic detection and alarm systems, by smoke; · NO automatic transmission to Fire Brigade; · NO on site Fire Brigade. · The library is provided with safe access routes and fire-fighting devices. The thermal characteristics of the walls, floor and ceiling (thick layers) are as follows: · Mass per unit volume: ρ = 1100 · (1 + F/50) [kg/m3] · Specific heat: c = 950 [J/ (kg K)] · Thermal conductivity: λ = 0.5 · (1 - L/50) [W/ (m K)] Evaluate the possible fire scenario, in terms of temperature-time curve, following: a) The parametric approach is given in the standard EN 1991-1-2 (with two alternative cooling stages); b) The two/one-zone numerical model implemented in the Ozone 2.2.5 software according to the two following hypotheses for the vents opening (according to the Luxembourg Authorities): - Scenario 1: windows are constantly 90% open from the beginning of the fire - Scenario 2: double glazing failure: 50% opening beyond 200°C and 90% opening beyond 400°C

Fire Resistance of Materials & Structures - Modelling of Fire Scenario

Fire Resistance of Materials & Structures - Modelling of Fire Scenario

Fire Resistance of Materials & Structures - Modelling of Fire Scenario

Project_Profile-World-Trade-Center

Project_Profile-World-Trade-Center

Project_Profile-World-Trade-Center

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Abstract of Computational Mechanics _ Mousavi

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Fire Resistance of Materials & Structures - Assessment of Structural in a Fur...

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Fire Resistance of Materials & Structures - Assessment of Structural in a Fur...

Fire Resistance of Materials & Structures - Analysing the Concrete Structure

Fire Resistance of Materials & Structures - Analysing the Concrete Structure

Fire Resistance of Materials & Structures - Analysing the Concrete Structure

Fire Resistance of Materials & Structures - Analysing the Steel Structure

Fire Resistance of Materials & Structures - Analysing the Steel Structure

Fire Resistance of Materials & Structures - Analysing the Steel Structure

Theory of Plasticity - Problems + Solutions _ Mousavi

Theory of Plasticity - Problems + Solutions _ Mousavi

Theory of Plasticity - Problems + Solutions _ Mousavi

Fire Resistance of Materials and Structures - Heat Transfer and Thermal Analysis

Fire Resistance of Materials and Structures - Heat Transfer and Thermal Analysis

Fire Resistance of Materials and Structures - Heat Transfer and Thermal Analysis

November 2011 Chapter Meeting: Fires in Structures at NIST: Standards Develop...

November 2011 Chapter Meeting: Fires in Structures at NIST: Standards Develop...

November 2011 Chapter Meeting: Fires in Structures at NIST: Standards Develop...

Fire Resistance of Materials & Structures - Modelling of Fire Scenario

Fire Resistance of Materials & Structures - Modelling of Fire Scenario

Fire Resistance of Materials & Structures - Modelling of Fire Scenario

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Project_Profile-World-Trade-Center

Project_Profile-World-Trade-Center

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Retrofitting Design of structures subjected to seismic load - lecture note

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Mini Business Case Study

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• Describing the importance of sustainability in engineering design • Identifying principles of sustainability as defined in conventional engineering practice, and alternative views of sustainability, from an Aboriginal perspective • Identifying the impact of climate change and policy on construction in remote regions • Assess building rating systems, both conventional systems, and systems specifically for Aboriginal communicates, using environmental metrics and computer models for sustainable design • Evaluate the challenges involved in implementing sustainable designs in Aboriginal Contexts

Sustainibility Report

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Sustainibility Report

1. FRPs are being planned in the potential rehabilitation of a slab-on-girder bridge. The bridge is a one-way slab supported by prestressed concrete girders. Make a recommendation for what type of FRP (e.g., fibre and resin) would be appropriate. 2. Eight different unidirectional FRPs (4 with a fibre volume fraction of 70% and 4 with a fibre volume fraction of 35%) are going to be fabricated. For each FRP, find the modulus in both the fibre direction and the direction perpendicular to the fibres and sketch the stress-strain curve for each FRP. 3. Using the S806 design standard for a building application, calculate the factored moment resistance, Mr, in positive bending, for the precast (φc = 0.70) FRP-reinforced concrete

FRP Properties & RC Design with FRP

FRP Properties & RC Design with FRP

FRP Properties & RC Design with FRP

ACI Membership certificate

ACI Membership certificate

ACI Membership certificate

Possible Questions of Computational Mechanics

Possible Questions of Computational Mechanics

Possible Questions of Computational Mechanics

In this study, we modeled River Serio (Italy) for the assessment of Flood Risk using different modelling software. River Serio is an Italian river that flows across Lombardy region, crossing the provinces of Bergamo and Cremona. It is 125 Kms long and flows into Adda at Bocca di Serio south of Crema. Using software like HEC-RAS and River 2D to model the river section at ordinary and peak flows to analyse the possibilities of Flood. Using Analytical Calculations assessed Sediments carried away from Upstream to Downstream. By this analysis able to figure our the area going to be flooded and also the transport capacity of the sediments and the amount of sediments that can be carried by the flood water. Evaluated the Results and obtained some of the precautionary measures to protect the area from Flood. Analysis were made for one dimensional model for ordinary and peak discharge on steady model and Unsteady flow using 200 years hydro-graph. Also two dimensional analysis was made for steady flow at peak discharge. The results of both the models are compared to analyse the situation of the water profile and made related observations. Finally we calculated the sediments that gets transported in the river serio & the discharge by which the sediments gets transported. Looking at the entire scenario of different models and performing sensitive analysis to understand the pattern of the flood that can take place at different intensity levels. Software Used: HEC-RAS for 1 Dimensional Modelling, River-2D for 2 Dimensional Modelling.

Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D

Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D

Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D

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Retrofitting Design of structures subjected to seismic load - lecture note

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FRP Properties & RC Design with FRP

FRP Properties & RC Design with FRP

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ACI Membership certificate

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Possible Questions of Computational Mechanics

Possible Questions of Computational Mechanics

Possible Questions of Computational Mechanics

Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D

Flood Risk Analysis for River Serio, Italy by using HECRAS & River 2D

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Data security is rapidly gaining importance as the volume of data companies collect, analyze and monetize grows exponentially. New data processing tools and platforms are emerging at an increasing rate, as are the ways in which an organization consumes data. In this presentation Mukund Sarma and Feni Chawla talk about the unique technical and cultural challenges of running a data security program and share some practical solutions that have worked well at our company. These slides were presented at the BSides Seattle 2024 conference.

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UNIT - IV - Air Compressors and its Performance

UNIT - IV - Air Compressors and its Performance

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Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...

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Roadmap to Membership of RICS - Pathways and Routes

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