Effects of Detailing on the Cyclic Behavior of Steel Baseplate Connections Designed to Promote Anchor Yielding-Reference-Cited by-同舟云学术

Effects of Detailing on the Cyclic Behavior of Steel Baseplate Connections Designed to Promote Anchor Yielding

Published:2016-02 Issue:2 Volume:142 Page:04015117
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Trautner Christopher A.¹,Hutchinson Tara²,Grosser Philipp R.³,Silva John F.⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093 (corresponding author).

3. Research Director, Hilti Corporation, 100 Feldkircherstrasse, Schaan, Liechtenstein.

4. Director of Codes and Standards, Hilti North America, 84 Mt. Rainier Dr., San Rafael, CA.

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.0001361

Reference31 articles.

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2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Detroit.

3. ACI (American Concrete Institute). (2013). “Building code requirements and specification for masonry structures and companion commentaries.” ACI 530-13 Detroit.

4. AISC. (2005a). “Code of standard practice for steel buildings and bridges.” AISC 303 Chicago.

5. AISC. (2005b). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05 Chicago.

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