Advances in Structures

Volumes 163-167

doi: 10.4028/www.scientific.net/AMR.163-167

Paper Title Page

Authors: Yin Lan Shen, Zai Gen Mu, Zhong Fan

Abstract: Based on the Erdos Dong-sheng Exhibition Center’s structure system, this paper uses finite element analysis software SAP2000 to do integral...

1924
Authors: Ke Li, Guo Ping Chen, Lan Tang

Abstract: The masonry-concrete shear wall is a kind of new composite structure developed from the masonry wall, and the seismic behavior of it is...

1928
Authors: Xiao Ning Cai, Shao Ping Meng, Jia Jia Chen, Wei Wei Sun

Abstract: Based on OpenSEES, nonlinear beam-column element based on fiber model and considered nonlinear shear deformation was used to simulate wall...

1935
Authors: Xiao Yan Zheng, Zhuo De Feng, Yue Xu

Abstract: As a new bridge system, mechanics behavior study on long-span multi-tower suspension is also very deficiency. The existence of center towers...

1940
Authors: Cheng Yu Lee, Lie Luo, Yao Jie Guo

Abstract: Connections with exterior diaphragms are used widely in concrete filled steel tubular structures. The stress distribution regularity of ring...

1945
Authors: Gui Xiang Hou, Hai Ning Na, Xiao Ming Sang

Abstract: Graphite nanosheets prepared through high-temperature oxidation via powdering the expanded graphite. After soaking the expanded graphite...

1951
Authors: Yuan Huang, Xing Yu Song, Feng Bo Xu

Abstract: The first high-rise to be completed in Anhui Province in China adopts concrete-filled steel tubular frame- reinforced concrete tube...

1955
Authors: Yu Ji Chen, Qi Zhi Luo

Abstract: According to deforming properties of the structure in the action of symmetry loads and the assumption to the displacement functions of the...

1965
Authors: Yong Huang, Xu Ren, Wei Gang Chen

Abstract: Composite construction’s performance depends greatly on shear effectively transfer between steel and concrete, we usually set shear...

1969
Authors: Ran Zhao, De Min Wei

Abstract: Based on the tension field theory, a wrinkling analysis method of equivalent stiffness was proposed. The new method was derived and the...

1976

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