EXPERIMENTAL RESEARCH ON DYNAMIC AMPLIFICATION FACTORS OF VERTICAL LOADS ON TEMPORARY SUPPORTS FOR INNER CLIMBING TOWER CRANES OF SHENWAN HUIYUN CENTER DURING CLIMBING STAGES

XIE Nan; PAN Mingdong; ZHENG Haitao

doi:10.13204/j.gyjzG20041201

Volume 51 Issue 9

Jan. 2022

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XIE Nan, PAN Mingdong, ZHENG Haitao. EXPERIMENTAL RESEARCH ON DYNAMIC AMPLIFICATION FACTORS OF VERTICAL LOADS ON TEMPORARY SUPPORTS FOR INNER CLIMBING TOWER CRANES OF SHENWAN HUIYUN CENTER DURING CLIMBING STAGES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 156-160. doi: 10.13204/j.gyjzG20041201

Citation:

XIE Nan, PAN Mingdong, ZHENG Haitao. EXPERIMENTAL RESEARCH ON DYNAMIC AMPLIFICATION FACTORS OF VERTICAL LOADS ON TEMPORARY SUPPORTS FOR INNER CLIMBING TOWER CRANES OF SHENWAN HUIYUN CENTER DURING CLIMBING STAGES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 156-160. doi: 10.13204/j.gyjzG20041201

Citation:

XIE Nan, PAN Mingdong, ZHENG Haitao. EXPERIMENTAL RESEARCH ON DYNAMIC AMPLIFICATION FACTORS OF VERTICAL LOADS ON TEMPORARY SUPPORTS FOR INNER CLIMBING TOWER CRANES OF SHENWAN HUIYUN CENTER DURING CLIMBING STAGES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 156-160. doi: 10.13204/j.gyjzG20041201

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EXPERIMENTAL RESEARCH ON DYNAMIC AMPLIFICATION FACTORS OF VERTICAL LOADS ON TEMPORARY SUPPORTS FOR INNER CLIMBING TOWER CRANES OF SHENWAN HUIYUN CENTER DURING CLIMBING STAGES

doi: 10.13204/j.gyjzG20041201

1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;
2. China Academy of Discipline Inspection and Supervision, Beijing 100877, China;
3. China Construction first Group Co., Ltd., Shenzhen Company, Shenzheng 518000, China

Received Date: 2020-04-12
Available Online: 2022-01-11

Abstract

Abstract

The climbing stage is a very unfavorable load case for the temporary supports of internal climbing tower cranes. Due to the short action time of loads, the vertical loads will make obvious dynamic effects. Based on measured data the Tower J of Shenwan Huiyun Center with a construction height of nearly 350 m, the characteristics of bending moment and deformation of the temporary supports subjected to loads were analyzed. The characteristics of the structural members of the temporary support were obtained and the dynamic amplification factors of vertical loads were given. The finite element analysis results showed that the simulation results using the dynamic amplification factors were close to the actual measurement results.
- temporary support,
- internal climbing tower crane,
- super high-rise building,
- climbing stage,
- dynamic test,
- dynamic amplification factor

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References(9)

References

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