Seismic Analysis of a Water Release Integrated Structure Part II: Time History Analysis of Service Bridge Pier Structure

被引：0

作者：

Wang, Yong ^{[1
]}

Xuan, Junchang ^{[2
]}

Sun, Ming ^{[2
]}

Dong, Boya ^{[2
]}

机构：

[1] CPI Yunnan Int Power Investment Co LTD, Kunming 650228, Yunnan, Peoples R China

[2] Xiamen Univ, Dept Civil Engn, Xiamen 361005, Fujian, Peoples R China

来源：

MECHANICAL ENGINEERING, MATERIALS SCIENCE AND CIVIL ENGINEERING II | 2014年 / 470卷

关键词：

seismic analysis; service bridge pier; time history analysis; finite element method;

D O I：

10.4028/www.scientific.net/AMM.470.934

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this study the three dimensional finite element method is employed to analyze the time history response for the service bridge pier of a water release integrated structure under the minimum operation level and the normal storage water level in maximum design earthquake load condition. The Mexico seismic curve is provided to perform the time history analysis for the present project. The temporal integration of time history analysis is carried out by the Newmark method and the stress, deformation results of the service bridge pier structure is discussed in detail.

引用

页码：934 / +

页数：2

共 4 条

[1] [Anonymous], 2003, EM111026051 US ARM C
[2] MASS MATRIX CORRECTION USING AN INCOMPLETE SET OF MEASURED MODES
BERMAN, A
[J]. AIAA JOURNAL, 1979, 17 (10) : 1147 - 1148
[3] Clough R. W., 1995, DYNAMICS STRUCTURES, P97
[4] Surface-wave propagation across the Mexican Volcanic Belt and the origin of the long-period seismic-wave amplification in the Valley of Mexico
Shapiro, NM
Campillo, M
Paul, A
Singh, SK
Jongmans, D
SanchezSesma, FJ
[J]. GEOPHYSICAL JOURNAL INTERNATIONAL, 1997, 128 (01) : 151 - 166

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