Fragility Assessment of Reduced Beam Section Moment Connections-Reference-Cited by-同舟云学术

Fragility Assessment of Reduced Beam Section Moment Connections

Published:2010-09 Issue:9 Volume:136 Page:1140-1150
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lignos Dimitrios G.¹²³,Kolios Dimitrios¹²³,Miranda Eduardo¹²³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020 (corresponding author).

2. Former Graduate Student, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020.

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.0000214

Reference30 articles.

1. Anderson J. and Duan X. (1998). “Repair/upgrade procedures for welded beam to column connections.” Rep. No . PEER 98/03 Pacific Earthquake Engineering Research Center Univ. of California Berkeley Calif.

2. Ductile Steel Beam-to-Column Connections for Seismic Resistance

3. Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

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