Earthquake Analysis of Arch Dams: Factors to Be Considered-Reference-Cited by-同舟云学术

Earthquake Analysis of Arch Dams: Factors to Be Considered

Published:2012-02 Issue:2 Volume:138 Page:205-214
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chopra Anil K.¹

Affiliation:

1. Horace, Dorothy, and Katherine Johnson Chair in Engineering, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000431

Reference20 articles.

1. Alves S. W. (2004). “Nonlinear analysis of Pacoima Dam with spatially-uniform ground motion.” Rep. No. EERL 2004-11 California Institute of Technology Pasadena CA.

2. System identification of a concrete arch dam and calibration of its finite element model

3. Perfectly matched layers for transient elastodynamics of unbounded domains

4. Chopra A. K. and Wang J.-T. (2008). “Analysis and response of concrete arch dams including dam-water-foundation rock interaction to spatially-varying ground motions.” UCB/EERC-2008-03 Earthquake Engineering Research Center (EERC) Univ. of California Berkeley CA.

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