Discussion of High Arch Dam by Performance-based Deformation

被引：0

作者：

Tao, Yan ^{[1
]}

Cheng, Heming ^{[1
]}

Hu, Xingguo ^{[1
]}

Li, Zhijun ^{[2
]}

机构：

[1] Kunming Univ Sci & Technol, Fac Civil & Architectural Engn, Kunming 650224, Yunnan, Peoples R China

[2] Fourth Construct Cco LTD Yunnan Architectural Eng, Yunnan, Peoples R China

来源：

ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷

关键词：

Performance-based design; reliability method; strain rate; hold time of load;

D O I：

10.4028/www.scientific.net/AMR.255-260.3055

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Dam security is the key of concrete high dam. This thesis proposes design flow chart in high arch in service, according to researches of dam brought performance-based design theory. The reliability method is adopted, based concrete behavior of change by strain rate and hold time of load influence in seismic action. In elastic stage, using control total cost formulas get corresponding deformation of arch dam under the minimum total, provided a reference for project.

引用

页码：3055 / +

页数：2

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