Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading-Reference-Cited by-同舟云学术

Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading

Published:2011-11 Issue:11 Volume:137 Page:1291-1302
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lignos Dimitrios G.¹²,Krawinkler Helmut¹²

Affiliation:

1. Assistant Professor, Dept. Of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, H3A2K6 Canada (corresponding author).

2. Professor Emeritus, Dept. Of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

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.0000376

Reference52 articles.

1. American Institute of Steel Construction (AISC). (2005). Seismic provisions for structural steel buildings including supplement No. 1 Chicago.

2. Allen J. Partridge J. E. and Richard R. M. (1996). “Stress distribution in welded/bolted beam to column moment connections.” Internal Rep. Seismic Structural Design Association Inc. Los Angeles

3. Axhag F. (1995). “Plastic design of composite bridges allowing for local buckling.” Rep. 95-09T Lulea Univ. of Technology Lulea Sweeden.

4. Random Vibration of Degrading, Pinching Systems

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