Study on the Mechanical Behavior of Long-Span Steel Truss Transfer Storey

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Abstract:

The analysis to the staged construction of the long span steel transfer truss was performed. The focus was on the stress and deformation analysis of the transfer truss, the interactions of the transfer member with the concrete tube, and the combination analysis of the steel girder and concrete beam. It was proved that the method of staged construction can get the good result that can make full use of the characteristic of the steel material, make steel truss bear more load effect in the construction stage. So the load to the concrete tube is lessened, which makes the load effect of the structure is more rational. Some advices for the construction and design of steel transfer truss is also provided. Keywords:Steel truss; Transfer story; Staged Construction.

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Periodical:

Advanced Materials Research (Volumes 838-841)

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219-226

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Online since:

November 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] He Mingwei. The Theoretical and Experimental Analysis of High-rise Building Conversion Layers of Large Span Steel Truss. [M] Hangzhou: Zhejiang University, (2004).

Google Scholar

[2] Structure Institute of China Academy of Building Research. Zhejiang Electric Power Production Dispatching Building Conversion Truss Report. [M] China Academy of Building Research.

Google Scholar

[3] Computers and Structures Inc. Sap2000 8 analysis reference manual [M]. California: Computers and Structures Inc., (2002).

Google Scholar

[4] Xiulong & Zhu Huosheng. Building Structure Design of Beijing Headquarters for Bank of China[J]. Architectural Structure Journal, 2002, (4).

Google Scholar