Fracture Toughness Demands in Welded Beam-Column Moment Connections-Reference-Cited by-同舟云学术

Fracture Toughness Demands in Welded Beam-Column Moment Connections

Published:2000-01 Issue:1 Volume:126 Page:88-97
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Chi Wei-Ming,Deierlein Gregory G.,Ingraffea Anthony

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%282000%29126%3A1%2888%29

Reference16 articles.

1. Bonowitz D. and Youssef N. (1995). “SAC survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake.” SAC Tech. Rep. 95-06 SAC Joint Venture Sacramento Calif. 2-1–2-169.

2. FRacture ANalysis Code 2-D/Layered . (1999). Cornell Fracture Group and Kansas State University 〈http://www.cfg.cornell.edu〉.

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