Citation

Wu J, Fang X, Jin F, Xu Y. Shuili Fadian Xuebao 2006; 25(5): 62-67.

Affiliation

State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China

Copyright

(Copyright © 2006, Qing hua da xue chu ban she)

DOI

unavailable

PMID

unavailable

Abstract

Probability analysis of dynamic responses of structures by response spectrum method is presented in this paper. For verifying the validity of this method, Monte-Carlo method is applied to analyze the seismic random response of an arch dam. The results show the close agreement of these two methods. The probability distribution of random dynamic response of the arch dam under uniform vibration excitation is obtained and the seismic safety of the arch dam is evaluated.

Language: zh