Advances in Structures

Volumes 163-167

doi: 10.4028/

Paper Title Page

Authors: Dong Hui Huang, Sheng Xing Wu, Hai Tao Zhao

Abstract: The purpose of the present study is to assess the effect of solar radiation on the development of thermal stress in hardening and hardened...

Authors: Feng Ge Li, Gen Tian Zhao, Feng Yun Li

Abstract: Based on experiment of two mixed frame with SRC columns and steel beam under low-reversed cyclic loading, hysteresis behavior, ductility,...

Authors: Heng Bin Zheng, Xiao Lin Yu, Jun Liang Hu, Quan Sheng Yan

Abstract: The excessive long-term deflections of a long span continuous girder bridge may induce vehicles to move unsafely and hazard to the bridge...

Authors: Xiao Yun Jia, Bao Long Lin

Abstract: Based on the geological conditions of culvert of the South to North Water Transfer Project, lining temperature field of hydraulic tunnel for...

Authors: Rui Pang, Shu Ting Liang, Xiao Jun Zhu, Yao Meng

Abstract: Detailed formation of precast floor slab connectors has significant effect on their shear capacity, but there is no such specific provision...

Authors: Jian An Cao, Mei Xin Ye, Wen Qi Hou

Abstract: Aiming to Ronggui Bridge (RGB) on Guangzhou-Zhuhai Intercity Rapid Rail Transit (GZIRRT), long term deformation control of long-span...

Authors: Shi Qin He, Peng Fei Li, Feng Shang

Abstract: This paper presents a three-dimensional finite element (FE) anaytical approach for the simulation of steel-concrete composite beams. To...

Authors: Chung Ming Ho, Wei Tsung Tsai

Abstract: In recent years, because of rising consciousness on environmental protection and the lacking of construction waste dumping yards, recycling...

Authors: Chung Ming Ho, Wei Tsung Tsai

Abstract: The objectives of this paper are to find the strength and ultrasonic pulse velocity (UPV) of concrete adding admixtures by glass fiber and...

Authors: Liang Bai, Tian Hua Zhou, Xing Wen Liang

Abstract: The cyclic loading test of three steel high performance concrete(SHPC) structural walls was conducted and the failure pattern of the...


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