Extension of the Gravity Method for 3D Cracking Analysis of Spillway Piers Including Uplift Pressures-Reference-Cited by-同舟云学术

Extension of the Gravity Method for 3D Cracking Analysis of Spillway Piers Including Uplift Pressures

Published:2008-08 Issue:8 Volume:134 Page:1278-1287
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stefan Lucian¹²,Léger Pierre¹²

Affiliation:

1. Graduate Student, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal, Québec, Canada, H3C 3A7.

2. Professor, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal, Québec, Canada, H3C 3A7 (corresponding author). E-mail: pierre.leger@polymtl.ca

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%290733-9445%282008%29134%3A8%281278%29

Reference26 articles.

1. Nonlinear Seismic Response Analysis of Realistic Gravity Dam-Reservoir Systems

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

3. Fracture Response of Gravity Dams due to Rise of Reservoir Elevation

4. A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending

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3. Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures;Journal of Structural Engineering;2010-09

4. Seismic Safety Assessment of Gated Spillways;Journal of Performance of Constructed Facilities;2009-08