1000-131X
2011 Issue 7
Similarity of amplitude of sectional model to that of full bridge in the case of vortex-induced resonance
Zhang Zhitian Chen Zhengqing
Zhang Zhitian Chen Zhengqing
..............page:77-82
Experimental study on hysteretic behaviors of concrete filled circular CFRP-steel tubular beam-columns
Che Yuan1;2 Wang Qingli2 Shao Yongbo3 Hou Tingting2
Che Yuan1;2 Wang Qingli2 Shao Yongbo3 Hou Tingting2
..............page:46-54
Statistical and probabilistic anaysis of wind pressure coefficients on gable-roofed low-rise buildings
Quan Yong1 Gu Ming1 Chen Bin2
Quan Yong1 Gu Ming1 Chen Bin2
..............page:22-28
Pseudo-dynamic test of a reinforced concrete frame-shear wall model structure
Shi Qingxuan1 Wang Sheliang1 Su Sanqing2 Wang Qiuwei1 Zhu Junqiang1
Shi Qingxuan1 Wang Sheliang1 Su Sanqing2 Wang Qiuwei1 Zhu Junqiang1
..............page:1-9
A design framework for evaluating the vertical bearing capacity of open-ended concrete pipe pile from empirical correlations
Yu Feng1;2 Zhang Zhongmiao2
Yu Feng1;2 Zhang Zhongmiao2
..............page:100-110
Study on the seismic flexural-shear damage mechanisms and rapid repair techniques for earthquake damaged bridge piers
Si Bingjun1 Sun Zhiguo2 Du Xiuli3 Wang Dongsheng2 Huang Zhaonan1
Si Bingjun1 Sun Zhiguo2 Du Xiuli3 Wang Dongsheng2 Huang Zhaonan1
..............page:90-99
Seismic damage analysis of RC high bridge piers using a modified elastoplastic damage model
Li Zheng1;2 Li Zhongxian1;2
Li Zheng1;2 Li Zhongxian1;2
..............page:71-76
Experimental study of the mechanical behavior of timber beams exposed to three-side fire
Xu Qingfeng1;2 Li Xiangmin1;2 Zhang Jin3 Mu Baogang3 Xu Qiang2 Li Shuaixi3
Xu Qingfeng1;2 Li Xiangmin1;2 Zhang Jin3 Mu Baogang3 Xu Qiang2 Li Shuaixi3
..............page:64-70
Study on the shear creep characteristics and constitutive model of rock mass discontinuity
Zhang Qingzhao1 Shen Mingrong1;2 Ding Wenqi1;2
Zhang Qingzhao1 Shen Mingrong1;2 Ding Wenqi1;2
..............page:127-132
Comparison of the performance of four types of liner systems in China
Xie Haijian1;2 Zhan Liangtong1 Chen Yunmin1 Lou Zhanghua1;2
Xie Haijian1;2 Zhan Liangtong1 Chen Yunmin1 Lou Zhanghua1;2
..............page:133-141
Experimental study of seismic behavior of square steel tubes filled with steel-reinforced high-strength concrete
Zhu Meichun1;2 Liu Jianxin1 Wang Qingxiang3
Zhu Meichun1;2 Liu Jianxin1 Wang Qingxiang3
..............page:55-63
Industrial competitiveness assessment for Chinese construction industry
Liu Guiwen Deng Fei Wang Man
Liu Guiwen Deng Fei Wang Man
..............page:157-164
..............page:6
Experimental study of notch-type triple-steel buckling-restrained braces
Deng Xuesong Zou Zhengmin Zhou Yun Chen Zhen Yang Yebin
Deng Xuesong Zou Zhengmin Zhou Yun Chen Zhen Yang Yebin
..............page:37-45
Comparative study on methods of selecting earthquake ground motions for nonlinear time history analyses of building structures
Qu Zhe Ye Lieping Pan Peng
Qu Zhe Ye Lieping Pan Peng
..............page:10-21
..............page:165-169
Wind load on a super tall building and feasibility study of wind power generation
Li Qiusheng1;2 Li Yonggui1 Chen Fubin1 Zhao Songlin3 Zhu Chunan4
Li Qiusheng1;2 Li Yonggui1 Chen Fubin1 Zhao Songlin3 Zhu Chunan4
..............page:29-36
Model test study of the failure mechanism of shallow tunnels in dry sands
Li Jun1;2;3 Chen Renpeng1;2 Kong Linggang1;2
Li Jun1;2;3 Chen Renpeng1;2 Kong Linggang1;2
..............page:142-148
Nonlinear analytical solution for underwater tunnel using Hoek-Brown failure criterion
Peng Li1 Zou Jinfeng1;2 Peng Jianguo1 Zhang Jinhua2
Peng Li1 Zou Jinfeng1;2 Peng Jianguo1 Zhang Jinhua2
..............page:149-156
Modeling study of the relationship between deformation and water retention curve
Zhang Xuedong1;2 Zhao Chenggang2 Liu Yan2 Cai Guoqing2
Zhang Xuedong1;2 Zhao Chenggang2 Liu Yan2 Cai Guoqing2
..............page:119-126
..............page:4
Bearing mechanism and destruction process of stone column composite foundations
Wei Yun1 Yan Shuwang2
Wei Yun1 Yan Shuwang2
..............page:111-118
Study on the technology of replacement of closure segment for strengthening existing prestressed concrete cable stayed bridges
Li Hongjiang Zhang Jinquan Li Wanheng Jiang Hanwan
Li Hongjiang Zhang Jinquan Li Wanheng Jiang Hanwan
..............page:83-89