Seismic Fragility of Concrete Gravity Dams with Spatial Variation of Angle of Friction: Case Study-Reference-Cited by-同舟云学术

Seismic Fragility of Concrete Gravity Dams with Spatial Variation of Angle of Friction: Case Study

Published:2016-05 Issue:5 Volume:142 Page:05015002
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bernier Carl¹,Padgett Jamie E.²,Proulx Jean³,Paultre Patrick⁴

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005.

3. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

4. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

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.0001441

Reference38 articles.

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2. Three-dimensional analysis of concrete dams including contraction joint non-linearity

3. Champagne K. Rivard P. and Quirion M. (2012). “Shear strength parameters of concrete gravity dams in Quebec.” CDA 2013 Annual Conf. Canadian Dam Association Toronto.

4. Earthquake response of concrete gravity dams including base sliding;Chavez J. W.;J. Struct. Eng.,1995

5. The stochastic finite element method in structural reliability

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