ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK

Hu Changming; Mei Yuan; Dong Pan; Zhang Xiaoyong

doi:10.13204/j.gyjz201002003

Volume 40 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(2): 12-16

Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007

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Hu Changming, Mei Yuan, Dong Pan, Zhang Xiaoyong. ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 12-16. doi: 10.13204/j.gyjz201002003

Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007

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ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK

doi: 10.13204/j.gyjz201002003

1.
School of Civil Engineering,Xi’an University of Architecture &Technology,Xi’an 710055,China

Received Date: 2009-09-10
Publish Date: 2010-02-20

Abstract

Abstract

On the basis of the studies on coupler steel tube falsework by previous researches model is set up by investigating the spot and making use of finite element analysis software,and it analyses the mechanism deeply that how the constitution factors effect the stability bearing capacity of the falsework.The constitution factors include longitudinal distance,lateral distance,step length,height of the floor members,length of upright bars extruding from top and etc.And on this basis,a relational expression of stability bearing capacity and factors is also established.Considering the geometric variation of the factors and the randomness of the initial defects at the same time,it is deduced the reduction factor of the stability bearing capacity of the falsework.The calculation formula of the actual stability bearing capacity is obtained,which can supply a reliable basis for scheme design and safety analysis of the coupler tall falsework.
- tall falsework system,
- configuration factor,
- stability bearing capacity,
- comprehensive reduction factor

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References(8)

References

[2] 袁雪霞.建筑施工模板支撑体系可靠性研究[D].杭州:浙江大学,2006.

胡长明,梅源,王雪艳,等.构造因素对高大模板支撑体系稳定承载力影响的研究[J].建筑技术,2009,40(2):143-146.

[3] 杜荣军.混凝土工程模板与支架技术[M].北京:机械工业出版社,2004.

[4] 胡长明.高大模板扣件式支撑体系施工技术研究[R].西安:西安建筑科技大学,2008.

[5] 胡长明.扣件联接钢结构的试验及其理论研究[D].西安:西安建筑科技大学,2008.

[6] 聂鑫,蒋傲宇,黄伟,等.扣件式钢管支模架系统承载力的灵敏度分析[J].工业建筑,2007,37(11):99-103.

[7] 程维虎.拟合优度检验的回归分析方法及其应用[J].北京工业大学学报,2000,33(2):34-41.

[8] British St and ards Institution,BS 5975∶1996. Code of Practice for Falsework[S].

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