Stochastic Computational Model for Progressive Collapse of Reinforced Concrete Buildings-Reference-Cited by-同舟云学术

Stochastic Computational Model for Progressive Collapse of Reinforced Concrete Buildings

Published:2016-07 Issue:7 Volume:142 Page:04016031
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Xue Bing¹,Le Jia-Liang²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Environmental, and Geo-Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

2. Assistant Professor, Dept. of Civil, Environmental, and Geo-Engineering, Univ. of Minnesota, Minneapolis, MN 55455 (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.0001485

Reference61 articles.

1. ABAQUS 6.11 [Computer software]. SIMULIA Providence RI.

2. ACI (American Concrete Institute). (2003). “Bond and development of straight reinforcing bars in tension.” ACI 408R–3 Farmington Hills MI.

3. ACI (American Concrete Institute). (2011). “Building code requirement for structural concrete and commentary.” ACI 318-11 Farmington Hills MI.

4. Adams B. et al. (2011). “DAKOTA a multilevel parallel object-oriented framework for design optimization parameter estimation uncertainty quantification and sensitivity analysis: Version 5.2 user’s manual.” Sandia Technical Rep. SAND2010-2183 Sandia National Laboratories Albuquerque NM.

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