intensity measure;
multiple support excitations;
applicability;
increment dynamic analysis;
D O I:
暂无
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
The response spectral acceleration of single degree-of-freedom elastic oscillator on rigid mat foundation which is subjected to spatial variation earthquake ground motions was used as the intensity measure of simulating the spatial variation earthquake ground motions. To observe the applicability of the proposed intensity measure, the simulated ground motion records database and a simple structural model were established and the incremental dynamic analysis method was adopted. The results of research show that the proposed intensity measure is applicable for structural probabilistic response hazard analysis based on intensity measure of the ground motion.
机构:
Construction Engineering and Management Department, Faculty of Engineering, Pharos University in Alexandria, AlexandriaConstruction Engineering and Management Department, Faculty of Engineering, Pharos University in Alexandria, Alexandria
机构:
Department of Civil Engineering, Drexel University, Philadelphia, PA 19104Department of Civil Engineering, Drexel University, Philadelphia, PA 19104
Zerva, Aspasia
Zervas, Vassilios
论文数: 0引用数: 0
h-index: 0
机构:
Department of Civil Engineering, Drexel University, Philadelphia, PA 19104Department of Civil Engineering, Drexel University, Philadelphia, PA 19104