Three-Dimensional Hydromechanical Sectional Analysis of Cracked Nonprismatic Concrete Spillway Piers-Reference-Cited by-同舟云学术

Three-Dimensional Hydromechanical Sectional Analysis of Cracked Nonprismatic Concrete Spillway Piers

Published:2012-11 Issue:11 Volume:138 Page:1310-1320
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stefan Lucian¹,Léger Pierre²

Affiliation:

1. Ph.D. Student, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, Montréal, QB, Canada H3C 3A7.

2. Professor, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, Montréal, QB, Canada H3C 3A7 (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.0000579

Reference30 articles.

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2. Shear stress analysis in engineering beams using deplanation field of special 2-D finite elements

3. Computers and Structures Inc (CSI). (2009). CSI analysis reference manual for SAP2000 〈http://www.csiberkeley.com〉 (Jun. 25 2011).

4. Dawkins P. (2007). “Gradient vector tangent planes and normal lines.” Calculus III 111–112 〈http://tutorial.math.lamar.edu/downloadfile.aspx?file=B 11 N〉 (Jun. 25 2011).

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