Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/79495
Title: Test study on basic static characteristics of cable supported barrel vault structure
Authors: Qiao, Wentao
Chen, Zhihua
Zhao, Mingshan
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2012
Source: Qiao, W., Chen, Z., & Zhao, M. (2012). Test study on basic static characteristics of cable supported barrel vault structure. International journal of advanced steel construction, 8(2), 199-211.
Series/Report no.: International journal of advanced steel construction
Abstract: By combining single layer cylindrical latticed shell (SLCLS) and beam string structure, a new-style prestressed spatial structure cable supported barrel vault structure (CSBV) is formed. Taking a practical CSBV roject as prototype, a scaled model with a scale of 1:15 is designed and fabricated, the static loading test is carried out. Research results indicate that the characteristics of the prototype structure can be reflected by this model test. As the load increases, the change rule of the test values of the cables' forces agree with that of theoretical values. The two outmost cables' forces are generally smaller than the other interior cables' forces. The cables' forces in the symmetrical places keep closer. For rods' forces and nodal displacements of CSBV, the test values and theoretical values both keep closer. The differences between test values and theoretical values increases with the load. The test values are larger than the theoretical values, but the change rule still matches. Compared with SLCLS in the same condition, the rods' forces and nodal displacements of the CSBV are both smaller, and the mechanic characteristics of CSBV are more efficient.
URI: https://hdl.handle.net/10356/79495
http://hdl.handle.net/10220/24673
URL: http://www.ascjournal.com/index.php?option=com_content&view=article&id=121:vol8no2-7&catid=105&Itemid=551
Schools: School of Civil and Environmental Engineering 
Rights: © 2012 Hong Kong Institute of Steel Construction Limited. This paper was published in International Journal of Advanced Steel Construction and is made available as an electronic reprint (preprint) with permission of Hong Kong Institute of Steel Construction Limited. The paper can be found at the following official URL: [http://www.ascjournal.com/index.php?option=com_content&view=article&id=121:vol8no2-7&catid=105&Itemid=551]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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