user

Efficient non-linear seismic analysis of arch dams

被引：0
|
作者：
Hall, John F. [1 ,2 ]
机构：
[1] Division of Engineering and Applied Science, California Institute of Technology, Pasadenam, CA 91125, United States
[2] Division of Engineering and Applied Science, California Institute of Technology, Mailcode 104-44, Pasadena, CA 91125, United States
来源：
Earthquake Engineering and Structural Dynamics | 1998年 / 27卷 / 12期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：1425 / 1444
相关论文
共 50 条
  • [1] Efficient non-linear seismic analysis of arch dams
    Hall, JF
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1998, 27 (12): : 1425 - 1444
  • [2] NON-LINEAR SEISMIC RESPONSE OF ARCH DAMS
    NIWA, A
    CLOUGH, RW
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1982, 10 (02): : 267 - 281
  • [3] Non-linear seismic response of arch dams with contraction joint opening and joint reinforcements
    Zhang, Chuhan
    Xu, Yanjie
    Wang, Guanglun
    Jin, Feng
    [J]. Earthquake Engineering and Structural Dynamics, 2000, 29 (10) : 1547 - 1566
  • [4] Non-linear seismic response of arch dams with contraction joint opening and joint reinforcements
    Zhang, CH
    Xu, YJ
    Wang, GL
    Jin, F
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2000, 29 (10): : 1547 - 1566
  • [5] Non-linear design and safety analysis of arch dams using damage mechanics
    Gunn, RM
    [J]. DAMS IN A EUROPEAN CONTEXT, 2001, : 163 - 172
  • [6] Non-linear design and safety analysis of arch dams using damage mechanics
    Gunn, R.M.
    [J]. 1600, Aqua-Media International Ltd. (08):
  • [7] Non-linear analysis of dams by the FERC
    Brand, B
    [J]. REDUCING RISK FROM EXTREME EVENTS, 2003, : 689 - 699
  • [8] Non-linear static and dynamic analysis of the Cushman arch dams using distinct elements
    Curtis, DD
    Aglawe, JP
    Kollgaard, EB
    Bowes, DE
    Fischer, SH
    [J]. REDUCING RISK FROM EXTREME EVENTS, 2003, : 635 - 646
  • [9] Non-linear seismic cracking analysis of medium-height concrete gravity dams
    Mao, M.
    Taylor, C.A.
    [J]. Computers and Structures, 1997, 64 (5-6): : 1197 - 1204
  • [10] Non-linear seismic cracking analysis of medium-height concrete gravity dams
    Mao, M
    Taylor, CA
    [J]. COMPUTERS & STRUCTURES, 1997, 64 (5-6) : 1197 - 1204
12345