Advances in Structures

Volumes 163-167

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

Paper Title Page

Authors: Jin Sheng Du, Hai Bin Liu

Abstract: In some long-span prestressed concrete box girder bridges, excessive deflections of main girders are often observed. These unacceptable...

1436
Authors: Ying Jie Chen, Gang Li, Zhen Xian Zhang, Bao Lian Fu

Abstract: Reciprocal theorem method (RTM) is generalized to solve the problem of bending of thick rectangular plate under concentrated load with four...

1440
Authors: Gui He Tang, Bo Wu

Abstract: Using the computer program SAFIR, the behaviors of restrained reinforced concrete (RC) beams with slab exposed to ISO834 standard fire are...

1445
Authors: Gui Bing Li, Ai Hui Zhang, Wei Liang Jin

Abstract: Externally bonding fiber reinforcement polymer (FRP)laminate to the soffit of reinforced concrete (RC) beam is an effective way to increase...

1451
Authors: Da Ren, Chao Yang Zhou

Abstract: Based on the links among various shear failure modes and the unified model for beam-like shear and symmetrical punching previously proposed,...

1456
Authors: Lei Yu, Yi Che, Xin Feng Zheng, Jin Xin Gong, Yu Pu Song

Abstract: Seven beams were tested to investigate the effects of beam depth and longitudinal reinforcement ratio on the shear strength of reinforced...

1460
Authors: Peng Liang, Xiang Nan Wu, Wan Heng Li, Yue Xu

Abstract: Mechanical behaviours of three-tower suspension bridges from perspective of influence line help insight into mechanical behaviour nature,...

1466
Authors: Rui Rao, Ji Yang Fu, Ai Rong Liu

Abstract: The creep deflections in service stage of bridges are discussed with the effect of the variable temperature and humidity on creep. A...

1474
Authors: Gang Wang, Xiao Hu, Qiong Mei Wang, Yong Tao Gao

Abstract: Based on the pseudo-dynamic and pseudo-static under low-cycle test of 10-storey model building without seams and 6-storey model building...

1480
Authors: Yu Min Zhang, You Po Su, Jing Yu Su

Abstract: In the three kinds of constraint ratio (ξ = 0.065, ξ= 0.1025, ξ= 0.205), respectively, by the comparative analysis of 55 prism specimens...

1485

Showing 261 to 270 of 822 Paper Titles