Capacity Design Procedure for Rocking Braced Frames Using Modified Modal Superposition Method-Reference-Cited by-同舟云学术

Capacity Design Procedure for Rocking Braced Frames Using Modified Modal Superposition Method

Published:2019-06 Issue:6 Volume:145 Page:04019041
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Martin Amory¹^ORCID,Deierlein Gregory G.²,Ma Xiang³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Stanford Univ., Blume Earthquake Engineering Center Room 206, Stanford, CA 94305 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Blume Earthquake Engineering Center Room 118, Stanford, CA 94305.

3. Sales Strategy and Operations Manager, Google, 1600 Amphitheatre Pkwy, Mountain View, CA 94043.

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.0002329

Reference26 articles.

1. Seismic shear loading at flexural capacity in cantilever wall structures;Blakeley R. W. G.;Bull. N. Z. Natl. Soc. Earthquake Eng.,1975

2. Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses

3. Structural response to stationary excitation;Der Kiureghian A.;J. Eng. Mech. Div.,1980

4. Eatherton M. J. Hajjar X. Ma H. Krawinkler and G. Deierlein. 2010. “Seismic design and behavior of steel frames with controlled rocking. Part I: Concepts and quasi-static subassembly testing.” In Proc. ASCE Structures Congress 12–15. Reston VA: ASCE.

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