Development and Evaluation of Seismic Retrofit Alternatives for Older Concentrically Braced Frames-Reference-Cited by-同舟云学术

Development and Evaluation of Seismic Retrofit Alternatives for Older Concentrically Braced Frames

Published:2017-05 Issue:5 Volume:143 Page:04016232
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sen Andrew D.¹^ORCID,Swatosh Marsha A.²,Ballard Ryan³,Sloat Daniel⁴,Johnson Molly M.⁵,Roeder Charles W.⁶,Lehman Dawn E.⁶,Berman Jeffrey W.⁷

Affiliation:

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

2. Structural Engineer, Coughlin Porter Lundeen, Seattle, WA 98104.

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

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

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

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

7. 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.0001738

Reference23 articles.

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

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

3. AISC. (2010c). “Steel construction manual.” Chicago.

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.

5. Ballard R. (2015). “Impact of connection type on system performance of non-seismic concentrically braced frames.” M.S. thesis Univ. of Washington Seattle.

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