The Ultimate Seismic Capacity Research of Concrete Gravity Dam Considering the Initial Crack

Author:

Yu Pei Si1,Wang Wei Qiang2

Affiliation:

1. Hohai university,Nanjing,China

2. Hohai University

Abstract

Based on the typical overflow dam section of Ahai gravity dam, the cracking calculation was conducted and the crack form was determined, referring to the experimental research result. Then the constraint-function contact algorithm in ADINA was used to study the stability of the upper free body subjected to an earthquake. The analysis results primarily show that the ultimate seismic capacity of Ahai gravity dam is an earthquake whose peak acceleration is between 3.4g and 3.8g.

Publisher

Trans Tech Publications, Ltd.

Reference8 articles.

1. CHEN Hou-qun, ZHANG Yan-hong. Key problems for evaluating seismic catastrophe of high concrete dam [J]. Advances in Science and Technology of Water Resources, 2011, 31(4):8-12. In Chinese.

2. Jin Feng, Zhou Jianping. Evaluation Methods for Gravity Dams under MCE Load [J]. Water Power, 2009, 35(4): 31-33. In Chinese.

3. Jiang Jianjing, Lu Xinzheng, Ye Lieping. Finite Element Analysis of Concrete Structures [M]. Beijing; Qinghua University Press, 2005. In Chinese.

4. ADINA R&D, Inc. ADINA Theory and Modeling guide Volume: ADINA Solid & Structures [M]. USA, 2005, 457-551.

5. K.J. Bathe,P. A. Bouzinov. On the constraint function method for contact problem[J]. Computers and Structures, 1997,(64):1069-1085.

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