Seismic Collapse Response of Steel Moment Frames with Deep Columns-Reference-Cited by-同舟云学术

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Seismic Collapse Response of Steel Moment Frames with Deep Columns

Published:2018-09 Issue:9 Volume:144 Page:04018145
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Tung-Yu¹^ORCID,El-Tawil Sherif²,McCormick Jason³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.

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.0002150

Reference24 articles.

1. True Stress-True Strain Models for Structural Steel Elements

2. Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

3. An efficient method for estimating the collapse risk of structures in seismic regions

4. Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames

Cited by 23 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Subassemblage test and width-thickness design limit for steel built-up box columns subjected to axial load and cyclic lateral drift;Engineering Structures;2024-06

2. Selective online model updating in hybrid simulation of a full‐scale steel moment frame;Earthquake Engineering & Structural Dynamics;2024-05-21

3. Incorporating Modeling Uncertainties in the Collapse Assessment of Capacity-Designed Steel Moment Frames under Seismic Loading;Journal of Structural Engineering;2024-04

4. Nonlinear cyclic behavior of steel tube in concrete-filled steel tube members including local buckling;Thin-Walled Structures;2023-10

5. Collapse risk of steel framed buildings with deep columns under tri-directional excitation;Journal of Constructional Steel Research;2023-09

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