Modeling Structural Degradation of RC Bridge Columns Subjected to Earthquakes and Their Fragility Estimates-Reference-Cited by-同舟云学术

Modeling Structural Degradation of RC Bridge Columns Subjected to Earthquakes and Their Fragility Estimates

Published:2012-01 Issue:1 Volume:138 Page:42-51
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kumar Ramesh¹²,Gardoni Paolo¹²

Affiliation:

1. Graduate Assistant Researcher, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

2. Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

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.0000450

Reference47 articles.

1. Basöz N. and Kiremidjian A. S. (1996). “Risk assessment for highway transportation systems.” Technical Rep. No. 118 John A. Blume Earthquake Engineering Center Civil Engineering Dept. Stanford Univ. Stanford CA.

2. Basöz N. and Mander J. (1999). “Enhancement of the highway transportation lifeline module in HAZUS.” Final Pre-publication Draft (#7) prepared for the National Institute of Building Science Mar. 〈http://www.nibs.org/hazusweb/overview/pubs.php〉.

3. Bayesian Inference in Statistical Analysis

4. Low-cycle fatigue failure of reinforcing steel bars;Brown J.;ACI Mater. J.,2004

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