ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM

Lin Zhangzhang; Zhang Yi; Yang Junjie

doi:10.13204/j.gyjz201302019

Volume 43 Issue 2

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(2): 94-98

Gao Qun Yu Weigen Li Jiaqing Xiao Fei Wei Fangfang, . EXPERIMENTAL STUDY OF SEISMIC PERFORMANCES FOR POST-ANCHORED BEAM-COLUMN JOINTS IN REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 183-190. doi: 10.13204/j.gyjz201510034

Citation:

Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019

Citation:

Lin Zhangzhang, Zhang Yi, Yang Junjie. ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 94-98. doi: 10.13204/j.gyjz201302019

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ANALYSIS OF MULTI-STORY FORMWORK SUPPORTING SYSTEM BY DETECTION AND FEM

doi: 10.13204/j.gyjz201302019

1.
1. Zhejiang Provincial Institute of Communications Planning,Design &Research,Hangzhou 310006,China;
2.
2. Zhejiang University of Technology,Hangzhou 310014,China;
3.
3. Zhejiang Provincial Railway Investment Group Co.Ltd,Hangzhou 310013,China

Received Date: 2012-08-02
Publish Date: 2013-02-20

Abstract

Abstract

Collapses of supporting systems and cracking of the supported floors often happen during the period of construction because of unsuitable configuration and incorrect removal of supporting system.Combined with field detection,three-dimension model of multistory formwork support system was built by FEM,the model could reveal the effects of the removal time and building style of supporting system on the bearing capacity of structure,and propose the corresponding technique key points with different structural styles.The study provided the scientific guides for controlling the safety,high-speed cycling of supports system and the reference to safety of construction.
- multi-storey formwork supports system,
- field detection,
- ANSYS

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References(10)

References

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