ANALYSIS OF THE CONSTRUCTION INFLUENCE OF INCLINED COLUMN SUPPORT SYSTEM IN ANCIENT SITE PROTECTION BUILDING

LIANG Yan; LU Aoqi; GUAN Pinwu; WANG Yan; ZHANG Hao

doi:10.13204/j.gyjz201902180009

Volume 50 Issue 12

Mar. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(12): 98-101,75

LI Ganggang, ZHAO Jun. SEISMIC CHARACTERISTICS OF HYBRID FRP-STEEL-REINFORCED CONCRETEL SHEAR WALLS SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 180-186,75. doi: 10.13204/j.gyjz201904140005

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LIANG Yan, LU Aoqi, GUAN Pinwu, WANG Yan, ZHANG Hao. ANALYSIS OF THE CONSTRUCTION INFLUENCE OF INCLINED COLUMN SUPPORT SYSTEM IN ANCIENT SITE PROTECTION BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 98-101,75. doi: 10.13204/j.gyjz201902180009

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ANALYSIS OF THE CONSTRUCTION INFLUENCE OF INCLINED COLUMN SUPPORT SYSTEM IN ANCIENT SITE PROTECTION BUILDING

doi: 10.13204/j.gyjz201902180009

School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China

Received Date: 2019-10-22
Available Online: 2021-03-31

Abstract

Abstract

In order to study the influence of the support system of inclined column in the whole construction process of ancient site protection building and ensure the construction safety of Dongduo building in Luoyang Yingtianmen site, a three-dimensional finite element model of Dongduo building was established by MIDAS Gen. Considering the earth pressure, deadweight and construction load, according to the order of design and construction, the simulation analysis of the whole construction process was carried out, and the variation law of stress and deformation of inclined column bracing system during construction was studied. The analysis of the measured and calculated results showed that the influence of the original soil load on the site could not be ignored, the model considering its effect was relatively reasonable, the simulation results were close to the measured results, and the stress and deformation trends of the inclined column bracing system were basically the same. It was suggested to optimize the analysis procedure of pile-soil interaction.
- long-span steel structure,
- inclined column support system,
- ancient site load,
- numerical simulation

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References(6)

References

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