Cast Steel Connectors for Circular Hollow Section Braces under Inelastic Cyclic Loading-Reference-Cited by-同舟云学术

Cast Steel Connectors for Circular Hollow Section Braces under Inelastic Cyclic Loading

Published:2008-03 Issue:3 Volume:134 Page:374-383
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

de Oliveira Juan-Carlos¹²³,Packer Jeffrey A.¹²³,Christopoulos Constantin¹²³

Affiliation:

1. CEO, Cast ConneX Corporation, MaRS Centre, Heritage Bldg., 101 College St., Suite 320, Toronto, ON, Canada M5G 1L7.

2. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author).

3. Associate Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

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%282008%29134%3A3%28374%29

Reference29 articles.

1. AISC. (2005a). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05 ANSI/AISC 341s1-05 Chicago.

2. AISC. (2005b). “Specification for structural steel buildings.” ANSI/AISC 360-05 Chicago.

3. Astaneh-Asl A. (1998). “Seismic behavior and design of gusset plates.” Steel Tips Technical Information and Product Service—Structural Steel Educational Council Moraga Calif.

4. ASTM. (2000). “Standard specification for steel castings carbon and alloy with tensile requirements chemical requirements similar to standard wrought grades.” ASTM-A958-00 West Conshohocken Pa.

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