Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests-Reference-Cited by-同舟云学术

Effect of boundary condition on the cyclic response of I‐shaped steel columns: Two‐story subassemblage versus isolated column tests

Published:2022-09-09 Issue:14 Volume:51 Page:3434-3455
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Chou Chung‐Che¹²^ORCID,Lai Yun‐Chuan¹,Xiong Hou‐Chun¹,Lin Te‐Hung¹²,Uang Chia‐Ming³,Mosqueda Gilberto³,Ozkula Gulen⁴^ORCID,El‐Tawil Sherif⁵,McCormick Jason P.⁵

Affiliation:

1. Dept. of Civil Engineering National Taiwan University Taipei Taiwan

2. National Center for Research on Earthquake Engineering (NCREE) Taipei Taiwan

3. Dept. of Structural Engineering University of California San Diego USA

4. Dept. of Civil Engineering Tekirdağ Namik Kemal University Tekirdag Turkey

5. Dept. of Civil and Environmental Engineering University of Michigan Ann Arbor USA

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3730

Reference25 articles.

1. Seismic Collapse Response of Steel Moment Frames with Deep Columns

2. Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns

3. Limit state response of composite columns and beam‐columns Part 1: formulation of design provisions for the 2005 AISC specification;Leon RT;Eng J,2007

4. Cyclic Behavior of Steel Wide-Flange Columns Subjected to Large Drift

5. LignosDG CraveroJ ElkadyA Experimental investigation of the hysteretic behavior of wide‐flange steel columns under high axial load and lateral drift demands.Proc. of 11th Pacific Structural Steel Conf Shanghai China;2016.

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