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Showing Abstract of Evaluating of multi-degree-of-freedom steel structure response in uncertainties space of elastic behavior range

 
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[ Abstract Viewed: | Pages: 8 ]

Title

Evaluating of multi-degree-of-freedom steel structure response in uncertainties space of elastic behavior range

Topic: Published Year: 1395
Presentation:
Published in:

[ 3rd National Conference on Development of Civil Engineering, Architecure,Electricity and Mechanical in Iran ]

Original Language: English Full Text Size: Not Available

 

Abstract of the Article

 

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

Download This article in PDF format Evaluating of multi-degree-of-freedom steel structure response in uncertainties space of elastic behavior range

 

Authors:

[ Rasoul Eskandari ] - Bachelor student of Civil Engineering ,Shahrood Unevrsity of Technology , Iran
[ Reza Darbanian ] - PhD student of Civil Engineering Shahrood University of Technology , Iran

 

Abstract:

Existing of Uncertainties (Aleatory and Epistemic) in each process of analysis and evaluating of seismic behavior causes receding of real response. One of the experimental methods for resolving this issue is probabilistic analysis and structure behavior simulation. In this study, linear dynamical analysis is carried out in probabilistic area for three types of shear-type building, with 3, 6 and 10 stories. For this purpose, we studied effect of three kinds of uncertainties including mass, damping and stiffness in structure behavior using Monte Carlo Simulation Method. This simulation is executed with three different kinds of Probability Density Function (PDF) and three different values of Coefficient of Variation (C.O.V(. Analysis were carried out using MATLAB and results derived from Probabilistic area were compared using deterministic method. Results showed that probability of maximum exceed of stories in three buildings in probabilistic area is 50% of probability of maximum exceed of stories in three buildings in deterministic condition.

 

Keywords:

Probabilistic analysis, Uncertainties, Elastic behavior, Monte Carlo

 

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