SEISMIC SAFETY EVALUATION OF HIGH CONCRETE DAMS PART II:EARTHQUAKE BEHAVIOR OF ARCH DAMS: CASE STUDY

摘要：

A case study on the Dagangshan arch dam to resist the design earthquake using state-of-the-art techniques is performed considering different input mechanisms, nonlinearity of contraction joint opening, damage fracture behavior and strengthening of the dam and then some concluding remarks are given.

关键词： arch dams earthquake input mechanisms contraction joint damage-cracking strengthening

作者: Zhang Chuhan Jin Feng Pan Jianwen Long Yuchuan

作者单位: State Key Laboratory Hydroscience and Engineering, Tsinghua University, Beijing, China State Key Laboratory Hydroscience and Engineering, Tsinghua University, Beijing, China;Dept. of Civi

会议类型: 国际会议

会议名称: 14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)

会议地点: 北京

会议语种:英文

在线出版日期: 2008-10-12（万方平台首次上网日期，不代表论文的发表时间）