Advances in Civil Engineering, CEBM 2011

Volumes 255-260

doi: 10.4028/www.scientific.net/AMR.255-260

Paper Title Page

Authors: Huang Sheng Sun, Li Nuo Cheng, Shi Hai Chen

Abstract: In order to mitigate the seismic response of twin-tower structure linked by a steel truss platform bridge, as well as to reduce temperature...

1225
Authors: Zhi Wei Qi, Shu Jun Fang, Guan Dong Lin, Hua Wang

Abstract: A static and dynamic load test is carried out on the constructed Hanjiang Super-major Railway Bridge in Laohekou to ensure the reliability...

1230
Authors: Hai Dong Huang, Zhong Fu Xiang, Rui Sheng Feng

Abstract: The webs of Continuous Rigid Frame Bridge suffer from cracking generally. In this paper, the mechanical characteristics of the box girder...

1236
Authors: Yi Zhou Zhuang, Gong Kang Fu, Tao Ji, Bao Chun Chen

Abstract: Based on a nationwide survey and deck inspection in Michigan, the phenomenon of more severe corner cracking on skewed bridge decks was...

1240
Authors: Yi Zhou Zhuang, Tao Ji, Bao Chun Chen

Abstract: Based on FEA for three bridge models with varying skew angles, the effect of skew angle on the design moment and shear of skewed bridge...

1244
Authors: Xian Xi Tang, Xian Zhou Tang, Yue Xu, Wei Guo

Abstract: In order to study the impact of reforcement stress and concrete cracking of concrete bridge deck caused by the difference of reforcement...

1248
Authors: Zhen Yu Zhong

Abstract: Dynamics response of suspended cable structure is studied in this paper. It is difficult to analyze this type of structure because of...

1252
Authors: Yue Qiang, Li Li, Jin You Li, He Jian

Abstract: This essay is to obtain the optimal parameter of building structure with turned mass damper(TMD)based on the constraint of comfort and power...

1256
Authors: Bo Wang, Yu Xiang Liu

Abstract: A four span curved HcontinuousH HboxH-girder bridge is used as an engineering example to investigate the effect of radius of curvature on...

1261
Authors: Yi Xiao, Wei Dong Zhuo, Li Chu Fan

Abstract: A new equivalent modulus of elasticity of stay cables is derived based on previous research works. The result of the proposed formula is...

1266

Showing 241 to 250 of 837 Paper Titles