Evaluation of accidental eccentricity for buildings by artificial neural networks

被引:0
|
作者
Badaoui, M. [2 ]
Chateauneuf, A. [1 ,3 ]
Fournely, E. [1 ,3 ]
Bourahla, N. [4 ]
Bensaibi, M. [4 ]
机构
[1] Univ Blaise Pascal, Clermont Univ, Inst Pascal, F-63000 Clermont Ferrand, France
[2] Univ Djelfa, Cite Ain Chih, Djelfa, Algeria
[3] CNRS, UMR 6602, Inst Pascal, F-63171 Aubiere, France
[4] Univ Blida, Blida, Algeria
关键词
seismic design; accidental eccentricity; neural networks; Monte Carlo; uncertainty; TORSION; SIMULATION; STIFFNESS;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In seismic analyses of structures, additional eccentricity is introduced to take account for oscillations of random and unknown origins. In many codes of practice, the torsion about the vertical axis is considered through empirical accidental eccentricity formulation. Due to the random nature of structural systems, it is very difficult to evaluate the accidental eccentricity in a deterministic way and to specify its effect on the overall seismic response of structures. The aim of this study is to develop a procedure for the evaluation of the accidental eccentricity induced by uncertainties in stiffness and mass of structural members, using the neural network techniques coupled with Monte Carlo simulations. This method gives very interesting results for single story structures. For real structures, this method can be used as a tool to determine the accidental eccentricity in the seismic vulnerability studies of buildings.
引用
收藏
页码:527 / 538
页数:12
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