Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16-Reference-Cited by-同舟云学术

Seismic Performance Assessment of Steel EBFs with Conventional and Replaceable Yielding Links Designed with ASCE 7-16

Published:2024-05 Issue:5 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mortazavi Pedram¹^ORCID,Kwon Oh-Sung²^ORCID,Christopoulos Constantin³

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental, and Geo-Engineering, Minneapolis, MN 55455; formerly, Ph.D. Candidate, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4. ORCID: .

3. Professor and Canada Research Chair in Seismic Resilience of Infrastructure, Dept. of Civil and Mineral Engineering, Univ. of Toronto, Toronto, ON, Canada M5S 1A4.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13093

Reference44 articles.

1. Experimental and analytical investigation of tubular links for eccentrically braced frames

2. Bruneau, M., and G. MacRae. 2017. Reconstructing Christchurch: A seismic shift in building structural systems. Christchurch, New Zealand: The Quake Centre, Univ. of Cantebury.

3. Unintended Consequences of Modeling Damping in Structures

4. PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART I: SINGLE-DEGREE OF FREEDOM SYSTEMS

5. Finite element investigation of steel built-up shear links subjected to inelastic deformations

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3. Proposed Design Guidelines for EBFs Designed with Cast Steel Replaceable Modular Yielding Links;Lecture Notes in Civil Engineering;2024

4. Axial Load Effects on the Response of Yielding Links in Eccentrically Braced Frames;Lecture Notes in Civil Engineering;2024