Seismic Response and Performance of a Steel MRF Building with Nonlinear Viscous Dampers under DBE and MCE-Reference-Cited by-同舟云学术

Seismic Response and Performance of a Steel MRF Building with Nonlinear Viscous Dampers under DBE and MCE

Published:2016-06 Issue:6 Volume:142 Page:04016023
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Dong Baiping¹,Sause Richard²,Ricles James M.³

Affiliation:

1. Graduate Student, ATLSS Engineering Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author).

2. Joseph T. Stuart Professor of Structural Engineering, ATLSS Engineering Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

3. Bruce G. Johnston Professor of Structural Engineering, ATLSS Engineering Research Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

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.0001482

Reference37 articles.

1. AISC. (2010a). “Prequalified connections for special and intermediate steel moment frames for seismic applications.” ANSI/AISC 358-10 Chicago.

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

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

4. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

5. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

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