Seismic Retrofit of an Existing 10-Story Chevron-Braced Steel-Frame-Reference-Cited by-同舟云学术

Seismic Retrofit of an Existing 10-Story Chevron-Braced Steel-Frame

Published:2018-10 Issue:10 Volume:144 Page:04018180
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Balazadeh-Minouei Yasaman¹,Tremblay Robert²,Koboevic Sanda³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7; presently, Postdoctoral Fellow, Dept. of Civil and Environmental Engineering. Univ. of Alberta, Edmonton, AB, Canada T6G 2R3 (corresponding author).

2. Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.

3. Assistant Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, Montreal, QC, Canada H3C 3A7.

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.0002180

Reference25 articles.

1. Seismic evaluation of a steel braced frame using NBCC and ASCE 41

2. Seismic Assessment of Existing Steel Chevron Braced Frames

3. Bech D. B. Tremayne and J. Houston. 2015. “Proposed changes to steel column evaluation criteria for existing buildings.” In Proc. 2nd ATC & SEI Conf. on Improving the Seismic Performance of Existing Buildings and Other Structures. San Francisco: ASCE.

4. Chen L. R. Tremblay and L. Tirca. 2012. “Seismic performance of modular braced frames for multi-storey building application.” In Proc. 15th World Conf. on Earthquake Engineering. Lisbon Portugal: Sociedade Portuguesa de Engenharia Sismica.

5. Comparative response assessment of minimally compliant low-rise conventional and base-isolated steel frames

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