SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE

WANG Shuqi; TIAN Shizhu

doi:10.13204/j.gyjzG20041904

Volume 51 Issue 8

Nov. 2021

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Wang Zhijun, Zhu Lanying, Yu Binning, Luo Lai’an. EXPERIMENTAL INVESTIGATION AND FINITE ELEMENT ANALYSIS OF TRUSS BEAM OF NEST LIGHT-GAUGE STEEL SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 111-115. doi: 10.13204/j.gyjz201112025

Citation:

WANG Shuqi, TIAN Shizhu. SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 74-78,86. doi: 10.13204/j.gyjzG20041904

Citation:

WANG Shuqi, TIAN Shizhu. SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 74-78,86. doi: 10.13204/j.gyjzG20041904

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SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE

doi: 10.13204/j.gyjzG20041904

WANG Shuqi^1,2,
TIAN Shizhu^{1
,
,}

1. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, China;
2. Emergenty Management Fire Rescue Bureau Nanjing Training Corps, Nanjing 210000, China

Received Date: 2020-04-19
Available Online: 2021-11-10
Publish Date: 2021-11-10

Abstract

Abstract

In order to study the structural response and damage form under earthquake, a two-bay-three-span three-story space steel frame structure with incomplete scale was selected. Ninghe wave, El Centro wave, and Taft wave were used as excitation to conduct shaking table tests. The paper analyzed the dynamic performance of the model frame, and conducted seismic performance research and damage analysis of the structure in terms of acceleration response, displacement response and strain response. The results showed that as the earthquake intensity increased and the structural damage accumulated, the structural dynamic amplification factor decreased and the displacement response increased. The seismic performance of the structure was evaluated based on the IDA method, so as to provide a reference for the selection of sub-structures in structural seismic experimental analysis.
- steel frame,
- shaking table test,
- seismic performance,
- damage analysis,
- incremental dynamic analysis

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References(9)

References

[1]	王进廷, 金峰, 张楚汉. 结构抗震试验方法的发展[J]. 地震工程与工程振动, 2005(4):37-43.
[2]	杨巧荣,陈建秋,刘文光,等.某全钢结构地震模拟振动台试验和理论研究[J].世界地震工程,2003,19(3):97-103.
[3]	康帅,楼梦麟,殷琳.框架结构振动台试验分析及数值模拟[J].世界地震工程,2018,34(2):112-122.
[4]	陈越时,王伟,陈以一.三层足尺分层装配支撑钢框架结构的振动台试验研究[J].建筑结构学报,2018,39(9):22-29.
[5]	杨筱. 基于IDA的型钢混凝土异形柱框架地震易损性分析[D].西安:西安建筑科技大学,2018.
[6]	薛建阳, 周超锋, 刘祖强, 等. 型钢混凝土异形柱空间框架地震响应试验研究[J]. 土木工程学报, 2017, 50(5):88-96 ,104.
[7]	王均刚,马汝建.满足固有频率相似的海洋平台相似模型设计[J].西安石油大学学报(自然科学版), 2007(1):103-106,126.
[8]	VAMVATSIKOS D,FRAGIADAKIS M. Incremental Dynamic Analysis for Estimating Seismic Performance Sensitivity and Uncertainty[J]. Earthquake Engineering Structural Dynamics,2010,39(2):141-163.
[9]	NEHRP. Guidelines for the Seismic Rehabilitation of Buildings:FEMA273[R]. Washington DC:Federal Emergency Management Agency, 1997.

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