Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames through Implementation of Rocking Cores-Reference-Cited by-同舟云学术

Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames through Implementation of Rocking Cores

Published:2015-05 Issue:5 Volume:141 Page:04014139
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qu Bing¹,Sanchez-Zamora Francisco²,Pollino Michael³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407 (corresponding author).

2. Engineer, Pacific Gas and Electric Company, San Francisco, CA 94105; formerly, Research Assistant, Dept. of Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407.

3. Assistant Professor, Dept. of Civil Engineering, Case Western Reserve Univ., Cleveland, OH 44106.

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.0001085

Reference49 articles.

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

2. AISC. (1997). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-97 Chicago.

3. AISC. (2002). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-02 Chicago.

4. AISC. (2005a). “Code of standard practice for steel buildings and bridges.” AISC 303-05 Chicago.

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

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