Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint

The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semiri...

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Main Authors: Xiangong Huang, Man Xu, Nan Guo, Senwen Deng, Le Huang
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2022/3639936
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author Xiangong Huang
Man Xu
Nan Guo
Senwen Deng
Le Huang
author_facet Xiangong Huang
Man Xu
Nan Guo
Senwen Deng
Le Huang
author_sort Xiangong Huang
collection DOAJ
description The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semirigid joint has been proposed, while its seismic performance has not been well examined. This study aims to discuss the behavior of sleeve joints with different parameters under low cyclic loading. The analysis results show that the simulation results of the finite element model established by ABAQUS were in good agreement with the experimental results, which further verified the good energy dissipation performance of the sleeve joint, and gave the design suggestions of the joint under different parameters to promote the engineering application of this type of joint.
format Article
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institution OA Journals
issn 1875-9203
language English
publishDate 2022-01-01
publisher Wiley
record_format Article
series Shock and Vibration
spelling doaj-art-982f5fcdd0fc41d3944a5fe91932b0ac2025-08-20T02:10:09ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/3639936Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve JointXiangong Huang0Man Xu1Nan Guo2Senwen Deng3Le Huang4School of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringSchool of Civil EngineeringPing’an Construction Group Co., Ltd.The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semirigid joint has been proposed, while its seismic performance has not been well examined. This study aims to discuss the behavior of sleeve joints with different parameters under low cyclic loading. The analysis results show that the simulation results of the finite element model established by ABAQUS were in good agreement with the experimental results, which further verified the good energy dissipation performance of the sleeve joint, and gave the design suggestions of the joint under different parameters to promote the engineering application of this type of joint.http://dx.doi.org/10.1155/2022/3639936
spellingShingle Xiangong Huang
Man Xu
Nan Guo
Senwen Deng
Le Huang
Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
Shock and Vibration
title Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
title_full Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
title_fullStr Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
title_full_unstemmed Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
title_short Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint
title_sort seismic performance of concrete filled square steel tubular column steel beam sleeve joint
url http://dx.doi.org/10.1155/2022/3639936
work_keys_str_mv AT xiangonghuang seismicperformanceofconcretefilledsquaresteeltubularcolumnsteelbeamsleevejoint
AT manxu seismicperformanceofconcretefilledsquaresteeltubularcolumnsteelbeamsleevejoint
AT nanguo seismicperformanceofconcretefilledsquaresteeltubularcolumnsteelbeamsleevejoint
AT senwendeng seismicperformanceofconcretefilledsquaresteeltubularcolumnsteelbeamsleevejoint
AT lehuang seismicperformanceofconcretefilledsquaresteeltubularcolumnsteelbeamsleevejoint