Experimental Evaluation of the Seismic Vulnerability of Braces and Connections in Older Concentrically Braced Frames-Reference-Cited by-同舟云学术

Experimental Evaluation of the Seismic Vulnerability of Braces and Connections in Older Concentrically Braced Frames

Published:2016-09 Issue:9 Volume:142 Page:04016052
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sen Andrew D.¹,Sloat Daniel²,Ballard Ryan³,Johnson Molly M.⁴,Roeder Charles W.⁵,Lehman Dawn E.⁵,Berman Jeffrey W.⁶

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author).

2. Structural Engineer, Degenkolb, Seattle, WA 98101.

3. Structural Engineer, KPFF Consulting Engineers, Seattle, WA 98101.

4. Structural Engineer, Simpson Gumpertz & Heger, Waltham, MA 02453.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

6. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

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.0001507

Reference17 articles.

1. AISC. (2010b). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10 Chicago.

2. AISC. (2010c). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

3. ASCE. (2013). “Seismic evaluation and retrofit of existing buildings.” ASCE/SEI 41-13 Reston VA.

4. ATC (Applied Technology Council). (1992). “Guidelines for cyclic seismic testing of components of steel structures for buildings.” Rep. No. ATC-24 Redwood City CA.

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