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author:

Cai, Xuefeng (Cai, Xuefeng.) [1] | Zhuang, Jinping (Zhuang, Jinping.) [2] | Wu, Jianliang (Wu, Jianliang.) [3]

Indexed by:

EI

Abstract:

Three formwork support units were experimental studied by heaped load. The experimental parameter is vertical poles height difference and their values are follows: 0mm, 2mm and 4mm. The effects on vertical poles force distribution were analyzed. The results showed the more height difference, the vertical poles force bearing distribution more uneven. Compared to higher column vertical poles, the low column vertical poles' force bearing distribution are also more uneven.

Keyword:

Civil engineering Innovation Poles

Community:

  • [ 1 ] [Cai, Xuefeng]FuJian University of Technology, Fuzhou, 350108, China
  • [ 2 ] [Zhuang, Jinping]FuJian University of Technology, Fuzhou, 350108, China
  • [ 3 ] [Wu, Jianliang]Fuzhou University, Fuzhou, 350108, China

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Source :

ISSN: 1022-6680

Year: 2012

Volume: 368-373

Page: 1638-1641

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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