Effects of Connection Fractures on Global Behavior of Steel Moment Frames Subjected to Earthquakes-Reference-Cited by-同舟云学术

Effects of Connection Fractures on Global Behavior of Steel Moment Frames Subjected to Earthquakes

Published:2006-01 Issue:1 Volume:132 Page:78-88
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Rodgers Janise E.¹²,Mahin Stephen A.¹²

Affiliation:

1. Project Manager, GeoHazards International, 200 Town and Country Village, Palo Alto, CA 94301.

2. Professor, Univ. of California, Berkeley, 777 Davis Hall, Berkeley, CA 94720.

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%290733-9445%282006%29132%3A1%2878%29

Reference39 articles.

1. Stability of damaged steel moment frames in Los Angeles

2. Bertero V. V. Anderson J. C. and Krawinkler H. (1994). “Performance of steel building structures during the Northridge earthquake.” Rep. No . UCB/EERC-94/09 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

3. Cyclic‐Loading Performance of Welded Flange‐Bolted Web Connections

4. Engelhardt M. D. and Sabol T. A. (1994). “Testing of welded steel moment connections in response to the Northridge earthquake.” Rep. Northridge Steel Update I American Institute of Steel Construction Chicago.

5. Federal Emergency Management Agency (FEMA). (2000a). “State of the art report on past performance of steel moment-frame buildings in earthquakes.” Rep. No. FEMA-355E Washington D.C.

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