Development of a Reliability Framework for the Use of Advanced Nonlinear Finite Elements in the Design of Concrete Structures-Reference-Cited by-同舟云学术

Development of a Reliability Framework for the Use of Advanced Nonlinear Finite Elements in the Design of Concrete Structures

Published:2012-08 Issue:8 Volume:138 Page:1054-1064
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ben Ftima Mehdi¹,Massicotte Bruno²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological and Mining Engineering, Ecole Polytechnique of Montréal, P.O. Box 6079, Station Centre-ville, Montreal, PQ H3C 3A7, Canada; and Structural Engineer, Hydro Division, SNC-Lavalin, Inc., 1801 McGill College Ave., Montreal, PQ H3A 2N4, Canada.

2. Professor, Dept. of Civil, Geological and Mining Engineering, Ecole Polytechnique of Montréal, P.O. Box 6079, Station Centre-ville, Montreal, PQ H3C 3A7, Canada (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.0000538

Reference46 articles.

1. American Concrete Institute (ACI). (1971). “Building code requirements for reinforced concrete.” ACI-318-71 Detroit.

2. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete.” ACI-318-08 Detroit.

3. Bentz E. and Collins P. (2001). “Response-2000 Shell-2000 Triax-2000 Membrane-2000 user manual.” Dept. of Civil Engineering Univ. of Toronto Toronto Ont. Canada.

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