Monte Carlo seismic response analysis of permafrost sites: a case study

被引:1
|
作者
Yu, Xiaobo [1 ,2 ,3 ]
Zhang, Rui [1 ]
Cheng, Yushun [1 ]
Hu, Yuting [1 ]
机构
[1] Guilin Univ Technol, Coll Civil & Architecture Engn, Guilin 541004, Peoples R China
[2] Guilin Univ Technol, Guangxi Key Lab Geomech & Geotech Engn, Guilin 541004, Peoples R China
[3] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan 430074, Peoples R China
基金
中国博士后科学基金;
关键词
Frozen ground; Monte Carlo method; Response spectrum; Chinese seismic code; NEHRP provisions; STOCHASTIC-ANALYSIS; GROUND RESPONSE; MOTION; CLASSIFICATION; MODULUS; SPECTRA; HAZARD;
D O I
10.1007/s11069-022-05298-8
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
The horizontal seismic responses in cold regions have not received adequate attentions. In seismic design for frozen ground, computations for unfrozen ground are generally adopted directly. This study uses the Monte Carlo method to verify the applicability of traditional seismic computations in cold regions. Xidatan valley, Kekexili mountain, Chumaerhe plain, and Beiluhe basin along the Qinghai-Tibet railway are selected as the study regions; a series of random soil profiles are generated. Equivalent linear analysis results show that the current Chinese code provides mismatched spectral site amplification estimations at rare seismic intensity level. These estimations can practically be updated by increasing the current seismic motion parameters along the Qinghai-Tibet railway or by amplifying the existing design spectrum with a coefficient. The melting of permafrost layer would increase spectral peak; 70% of the original thickness would result in spectral peak amplification of 120%. Ground temperature model and permafrost dynamic nonlinear performance should be further explored.
引用
收藏
页码:237 / 259
页数:23
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