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China Civil Engineering Journal
1000-131X
2012 Issue 3
Experimental study on the X-shaped joints in the oblique crossing lattice of the China Petroleum Building
Cao Zhenggang1 Yan Jiachuan1 Zhou Wei1 Gao Yingzhi2 Liu Zhiwei2
..............page:42-48,150
Numerical analysis of the influence of deep excavation on underneath existing road tunnel
Huang Hongwei1;2 Huang Xu1;2 Schweiger F.Helmut3
..............page:182-189
Face stability of large slurry shield-driven tunnel in sands
Xu Ming Zou Wenhao Liu Yao
..............page:174-181
Experimental study on the mechanical behavior of timber columns after exposure to fire on four sides
Xu Qingfeng1;2 Li Xiangmin1;2 Zhang Jin3 Mu Baogang3 Xu Ming3 Li Shuaixi3
..............page:79-85,173
An iterative algorithm based on segment joint stiffness nonlinearity and application for shield tunnel structures
He Chuan1 Zhou Jimin1 Feng Kun1 Xiao Mingqing1;2
..............page:166-173
An analysis of monitored and computed strain of the National Aquatics Center in the states of unloading and daily use
Li Hui1 Zhou Feng1 Zhu Yanhuang2 Teng Jun2 Zhang Liangquan3 Ou Jinping1;4 Fu Xueyi5
..............page:1-9
Behaviors,constitutive models and numerical simulation of soils
Yao Yangping1 Zhang Bingyin2 Zhu Jungao3
..............page:127-150
Pseudo-static loading test on a full-scale two-storey composite slim floor
Wang Yuanqing1 Yang Lu2 Shi Yongjiu1 Wang Chungang3
..............page:26-34,98
Life-cycle evolution of the ultimate load carrying capacity of RC cable-stayed bridges
Yang Ou1 Li Hui2 Ou Jinping2;3
..............page:116-126
Review of the geotechnical testing
Liu Songyu1 Cai Zhengyin2
..............page:151-165
Experimental study on the flutter stability of long-span bridges subjected to wind and rain
Xin Dabo1 Wang Liang1 Ou Jinping1;2 Li Hui1
..............page:110-115
Experimental study of the compression-bending behavior of high-strength concrete steel composite shear walls
Jiang Dongqi Xiao Congzhen Chen Tao Tian Chunyu Xu Peifu Yang Xiaomeng
..............page:17-25,78
Mechanical behavior of the interface of composite cross beam in old concrete bridges widened with steel-concrete composite beam
Nie Jianguo1 Wang Yuhang1 Fan Jiansheng1 Zhang Xiaoguang2
..............page:99-109