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  4. Hybrid simulation of a steel dual system with buckling-induced first-story column shortening: A mixed control mode approach
 
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Hybrid simulation of a steel dual system with buckling-induced first-story column shortening: A mixed control mode approach

Journal
Earthquake Engineering and Structural Dynamics
Date Issued
2023-01-01
Author(s)
Wang, Kung Juin
CHUNG-CHE CHOU  
Huang, Cheng Wei
Shen, Hou Kuan
Sepulveda, Claudio
Mosqueda, Gilberto
Uang, Chia Ming
DOI
10.1002/eqe.3944
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/633337
URL
https://api.elsevier.com/content/abstract/scopus_id/85161714439
Abstract
This paper presents a hybrid simulation (HS) with a proposed substructuring technique that captures the effect of first-story column local buckling and axial shortening on the frame behavior. The HS is applied to examine the seismic response of a two-dimensional seven-story, two-bay steel dual system. The experimental substructure consists of a full-scale interior column and beam cruciform subassemblage, including a moderately ductile first-story built-up box column and two I-shaped beams. Under combined axial and lateral loads, local buckling can occur near the column base, resulting in column shortening. The specimen is loaded through a four-degree-of-freedom (DOF) mixed-mode control (three displacement- and one force-control) actuation system that simplifies the actual complex boundary conditions of the frame structure. To account for column shortening in the HS, a new approach consisting of a set of fictitious equivalent forces applied to columns in the numerical model to achieve compatible displacements with the experiment is implemented. Shortening of the two exterior columns in the model is simulated through finite element analysis using the computer program ABAQUS in an attempt to capture the redistribution of axial loads with column shortening. The test results confirm that the proposed modeling and control methods successfully integrate the experimental substructure and ABAQUS simulation into the HS, resulting in a more realistic frame response that captures the effect of column shortening in the analysis. The moderately ductile built-up box column is verified to perform well in near-fault earthquake loadings.
Subjects
displacement compatibility | force control | hybrid simulation | local buckling | steel built-up box column
SDGs

[SDGs]SDG11

Type
journal article

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