Advances in Civil Engineering, CEBM 2011

Volumes 255-260

doi: 10.4028/

Paper Title Page

Authors: Xiao Yu Chen, Kun Ma, Jia Quan Wu, Xiang Guo

Abstract: The detection of the structur[1]al damage by the method of changes in frequency is limited in detecting single location of the structural...

Authors: Jia Chao Zhang, Lei Ming Zhang, Xi La Liu

Abstract: Reinforced concrete (RC) frame with masonry infill walls is a very common structural system in low and medium rise buildings. The infill...

Authors: Chayanon Hansapinyo

Abstract: This paper presents an experimental study on the response of 18 concrete-filled cold-formed square hollow and double-C steel stub columns...

Authors: De Liang Xu, Wei Qing Liu, Ding Zhou, Jian Dong Ding, Ying Lei, Wei Dong Lu

Abstract: Seven groups, total of 31 single-bolted steel-glulam-steel joints, were tested for their mechanical performance. The mechanical properties...

Authors: Xu Jie Sun, Jian Ping Cao, Wen Zhong Zheng

Abstract: To make sure the seismic behavior of outer-jacketing mega frame for storey-adding, a low-cyclic loading test of prestressed concrete beam...

Authors: Cheng Wei Huang, Rui Shao, De Li Zhang

Abstract: The beam string structure,a new self-balancing system is a combination of a string (Cable), pole and beam-column (beam, arch). Because the...

Authors: Wei Liang Jin, Zhi Yuan Li, Ju Chen, Jin Quan Wang, Xiao Zhou Wang

Abstract: Multi-environmental time similarity (METS) stepped forward for solving the key technique of service-life correlation of reinforced concrete...

Authors: Yun Long Yao, Shi Lin Dong, Guang Ying Ma

Abstract: The stuctural characteristics of large-span annular tensile calbe-truss structural system are introduced. Configuration and classification...

Authors: Qin Chen, Hui Wu

Abstract: An analog computation of carbon fiber-reinforced polymer (CFRP)-confined rectangular concrete column under cyclic lateral load is carried...

Authors: Sang Mook Han, Qing Yong Guo

Abstract: To simplify the analysis, an elastic perfectly plastic stress-strain law was presented for UHPFRC. The post-cracking behavior was described...


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