Spectral analysis of layered sites using shaking table tests

被引：4

作者：

Fan, Gang ^{[1
]}

Zhang, Jianjing ^{[2
]}

Wu, Jinbiao ^{[3
]}

Yan, Kongming ^{[2
]}

机构：

[1] Sichuan Univ, Coll Water Resource & Hydropower, Chengdu, Sichuan, Peoples R China

[2] Southwest JiaoTong Univ, Sch Civil Engn, Chengdu, Sichuan, Peoples R China

[3] Univ Newcastle, Fac Engn & Built Environm, Prior Res Ctr Geotech Sci & Engn, Newcastle, NSW, Australia

来源：

PLOS ONE | 2019年 / 14卷 / 03期

关键词：

SOFT SOIL LAYERS; SEISMIC RESPONSE; SLOPE; BEHAVIOR;

D O I：

10.1371/journal.pone.0212766

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

The dynamic response analysis of horizontal and inclined layered sites using large-scale shaking table tests in various directions, including the dip direction, strike, vertical direction, slope direction and direction perpendicular to the interface of layered sites is conducted in this study. The Fourier spectrum and response spectrum characteristics in the horizontal site are first investigated in this study, and the dynamic responses of the inclined layered sites are then studied and compared to the corresponding responses of the horizontal layered site. The influence of dip angle on the response spectrum is also studied.

引用

页数：29

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