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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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.
引用
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页码:224 / 229
页数:6
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