Failure Analysis of Welded Steel Moment-Resisting Frame Connections-Reference-Cited by-同舟云学术

Failure Analysis of Welded Steel Moment-Resisting Frame Connections

Published:2002-02 Issue:1 Volume:14 Page:24-34
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Barsom John M.¹,Pellegrino J. V.²

Affiliation:

1. President, Barsom Consulting Ltd., 1316 Murray Ave., Ste. 300, Pittsburgh, PA 15217.

2. Manager, Technical Services Division, WHEMCO, West Seventh Ave., Homestead, PA 15120.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282002%2914%3A1%2824%29

Reference10 articles.

1. American Institute for Steel Construction (AISC). (1993). Load and resistance factor design specification for structural steel buildings Chicago.

2. American Institute for Steel Construction (AISC). (1997). Seismic provisions for structural steel buildings Chicago.

3. American Welding Society (AWS). (2000). “Structural welding code—steel.” ANSI/AWS D1.1-2000 Miami.

4. Barsom J. M. and Pellegrino J. V. Jr. (2000a). “Failure analysis of welded steel moment-resisting frame connections. I: Unreinforced post-Northridge welded steel moment frame connections.” SAC Steel Project—Task 7.1.3 SAC Joint Venture Richmond Calif.

5. Barsom J. M. and Pellegrino J. V. Jr. (2000b). “Failure analysis of welded steel moment-resisting frame connections. II: Unreinforced pre-Northridge welded steel moment connections.” SAC Steel Project—Task 7.1.3 SAC Joint Venture Richmond Calif.

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