The analysis of damage evolution in a gravity dam under a seismic shock

被引：0
|
作者：
Boron, P. [1 ]
Dulinska, J. [1 ]
Jasinska, D. [1 ]
Torba, M. [1 ]
机构：
[1] Cracow Univ Technol, Krakow, Poland
来源：
ADVANCES IN ENGINEERING MATERIALS, STRUCTURES AND SYSTEMS: INNOVATIONS, MECHANICS AND APPLICATIONS | 2019年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents a dynamic analysis of a concrete gravity dam under seismic shock using different numerical models. One of the numerical models contained both structural and non-structural elements, whereas the second contains the structural elements only. The comparison of the results obtained for both models indicate that non-structural elements should be included in the numerical process. Failure concentration occurred especially in the non-structural elements, in the crest of the dam. Its omission do not allow correctly define the serviceability limit state.
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收藏
页码：224 / 229
页数：6
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