Experimental study on elastic-plastic seismic response analysis of concrete gravity dam with strain rate effect
Authors:
- Wang Hai-TaoWHWang Hai-Tao
- Shen JiayuSJShen Jiayu
- Wu FengWFWu Feng
- An ZhiqiangAZAn Zhiqiang
- Liu TianyunLTLiu Tianyun
- 1 January 2019
- journal article
- research article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 116, 563-569
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51208073)
- Program for Liaoning Excellent Talents in University (LJQ2014049)
- BaiQianWan Talents Program (2014921061)
- Dalian Innovation Supporting Plan for Advanced Talents (2015R073)
This publication has 4 references indexed in Scilit:
- Seismic plastic–damage analysis of mass concrete blocks in arch dams including contraction and peripheral jointsSoil Dynamics and Earthquake Engineering, 2017
- Earthquake damage estimation of concrete gravity dams using linear analysis and empirical failure criteriaSoil Dynamics and Earthquake Engineering, 2016
- Response of concrete gravity dam by damage model under seismic excitationEngineering Failure Analysis, 2015
- Endochronic model for nonlinear triaxial behavior of concreteNuclear Engineering and Design, 1978