Analysis and Design Methods for Improved Stability of Two-Tiered Steel Eccentrically Braced Frames with Continuous I-Shaped Links-Reference-Cited by-同舟云学术

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Analysis and Design Methods for Improved Stability of Two-Tiered Steel Eccentrically Braced Frames with Continuous I-Shaped Links

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ashrafi Abolfazl¹^ORCID,Imanpour Ali²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12940

Reference41 articles.

1. ABAQUS. 2020. ABAQUS analysis user’s manual (version 6.14). Providence, RI: Dassault Systèmes Simulia.

2. Comparative Seismic Response Evaluation of Steel Multistory and Multitiered Ordinary Concentrically Braced Frames

3. AISC. 2012. Seismic design manual. 3rd ed. Chicago: AISC.

4. Anderson, T. L. 1995. Fracture mechanics. 2nd ed. Boca Raton, FL: CRC Press.

5. Ashrafi A. and A. Imanpour. 2019. “Seismic response of steel multi-tiered eccentrically braced frames.” In Proc. 12th Canadian Conf. on Earthquake Engineering 1–8. Quebec: Canadian Association for Earthquake Engineering.

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