Shaking Table Test for Structural Model with Inclined Column Transfer System

YANG Chun; WU Hongwei; MO Tingwei; CAI Jian; WU Yi; ZUO Zhiliang; CHEN Qingjun; PAN Guangbin

doi:10.3969/j.issn.0258-2724.20190104

Volume 56 Issue 3

Jun. 2021

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Journal of Southwest Jiaotong University > 2021 > 56(3): 517-525.

YANG Chun, WU Hongwei, MO Tingwei, CAI Jian, WU Yi, ZUO Zhiliang, CHEN Qingjun, PAN Guangbin. Shaking Table Test for Structural Model with Inclined Column Transfer System[J]. Journal of Southwest Jiaotong University, 2021, 56(3): 517-525. doi: 10.3969/j.issn.0258-2724.20190104

Citation:

YANG Chun, WU Hongwei, MO Tingwei, CAI Jian, WU Yi, ZUO Zhiliang, CHEN Qingjun, PAN Guangbin. Shaking Table Test for Structural Model with Inclined Column Transfer System[J]. Journal of Southwest Jiaotong University, 2021, 56(3): 517-525. doi: 10.3969/j.issn.0258-2724.20190104

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Shaking Table Test for Structural Model with Inclined Column Transfer System

doi: 10.3969/j.issn.0258-2724.20190104

YANG Chun^{1,2
,},
WU Hongwei¹,
MO Tingwei¹,
CAI Jian^1,2,
WU Yi³,
ZUO Zhiliang^{1,4
,
,},
CHEN Qingjun¹,
PAN Guangbin¹

Received Date: 29 Jan 2019
Rev Recd Date: 24 Oct 2019

Available Online: 26 Nov 2019

Publish Date: 15 Jun 2021

Abstract

Abstract

To study the seismic performance of a super high-rise building, a shaking table test with a geometrical scale of 1/35 was carried out. Part of frames in the tower structure of the building are supported by two concrete-filled steel tubular (CFST) mega frame columns with duplex-story height, which are not connected to the first 6 floors. The inclined CFST column transfer structure is arranged on the 7th to 11th floors. Through experiments, failure modes, natural vibration period, story drift, and torsional responses of the structural model were studied first. Then, a numerical analysis of the elastic-plastic seismic response of the original structure was carried out via PERFORM-3D software. Results show that torsion effects were significant because of the asymmetric plane arrangement and the inadequate torsional stiffness of the tower. When the actual peak acceleration on the shake table surface was close to the value of the rare earthquake condition (i.e., 470 cm/s²), the torsional failure occurred in the tower. In this condition, except for very few stories, the story-drift angle of each floor was still smaller the limit value 1/100 of the elastic-plastic story-drift angle. Under all load conditions, the strains of CFST frame columns and inclined ones of the transfer areas stayed elastic. The analysis results are in good agreement with those of experiments.
- high-rise building,
- inclined column transfer structure,
- concrete-filled steel tube,
- shaking table test,
- seismic performance

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References(17)

References

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Shaking Table Test for Structural Model with Inclined Column Transfer System

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Shaking Table Test for Structural Model with Inclined Column Transfer System

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