Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures-Reference-Cited by-同舟云学术

Multicriteria Capacity Envelopes for Biaxial Bending of Concrete Hydraulic Structures

Published:2010-09 Issue:9 Volume:136 Page:1035-1043
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stefan Lucian¹²,Léger Pierre¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal PQ, Canada H3C 3A7.

2. Professor, Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, P.O. Box 6079, Station CV, Montréal PQ, 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.0000205

Reference25 articles.

1. An unconditionally convergent algorithm for the evaluation of the ultimate limit state of RC sections subject to axial force and biaxial bending

2. Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending

3. Serviceability Analysis of Concrete Sections under Biaxial Bending

4. Capacity of rectangular cross sections under biaxially eccentric loads;Cedolin L.;ACI Struct. J.,2008

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