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Ultimate bearing capacity analysis of concrete filled steel tubular arch considering the initial defects’ influence Junliang Hu 1, a, Quansheng Yan 1,b , XiaoLin Yu 1,c and HengBin Zheng 1,d 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, 510640 ahujunliang1@126.com, b cvqshyan@scut.edu.cn, c XLYU1@scut.edu.cn, d hbzh1984@126.com Keywords: CFST, axis deviation, bearing capacity, double non-linear Abstract.
For those considerings, Han linhai prposed this stress-strain relation model of concrete: (5) (6) And some parameters in equations (5) and (6) are: ， Example This paper was written according to a CFST arch/continuous beam bridge which was encountered by the author in practical engineering.
Xiao: Central south highway engineering,Vol.29 (2004 ), p.24 (In Chinese)
Zhang: China civil engineering journal, Vol.42(7) (2009), p.28 (In Chinese).

College of Civil Engineering, Shanghai Normal University, Shanghai 201418, China; 2.
College of Environmental Science and Engineering, Jiao-tong University, Shanghai 200092, China; 3.
She had graduated from College of Environmental Science and Engineering, TongJi University, Shanghai, China; Now she is a lecturer in College of Civil Engineering, Shanghai Normal University, Shanghai, China; Also, she is a student , studying for PhD, in College of Life and Environmental Science, Shanghai Normal University, Shanghai, China.

Influence of geometrical features of meso-defects on damage evolution of metal structure Chaofan Zhao1, a, Zhaoxia Li2,b * 1 Department of Engineering Mechanics, School of Civil Engineering, Southeast University, Nanjing 210096, China 2 Department of Engineering Mechanics, School of Civil Engineering, Southeast University, Nanjing 210096, China azcf@seu.edu.cn, bzhxli@seu.edu.cn Keywords: damage evolution; numerical analysis; representative volume element; meso-defects; GTN model.

Study on Numerical Analysis of Tunnel Longitudinal Uneven Settlement Base on Elastoplastic Theory Shouhe Wu1,b, Zhong Li2,a , Siyang Chen2 1Lanzhou Municipal Engineering Construction Group Co.Ltd, LAN Zhou, 730070, China 2School of Civil Engineering, Lanzhou University of Technology, LAN Zhou, 730050, China alizhong@lut.cn, b411415935@qq.com Keywords: Tunnel longitudinal uneven settlement, Elastoplastic, Numerical analysis Abstract.
By calculation, the maximum opening value of cross-section is less than 6mm, it basically meet the engineering requirements.
Hehua Zhu, Qianwei Xu, Qizhen Zheng and Shaoming Liao, “Experimental study on working parameters of earth pressure balance shield machine tunneling in soft ground” Frontiers of Architecture and Civil Engineering in China,Volume 2, Number 4, 350-358, DOI: 10.1007/s11709-008-0051-5

SHPB Test on Dynamical Mechanical Behavior of Concrete with High Temperature Bin Jia1,2,a, Zhengliang Li1, Huachuan Yao2,b, Junlin Tao2 1.Department of Civil Engineering, Chong Qing University, ChongQing, 400030,China 2.
School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China a jiabin216@126.com, b 369770836@qq.com Keywords: concrete; high temperature; SHPB; strain rate; dynamic mechanical behavior Abstract.
The SHPB high-temperature experiment in this paper is completed in the structural mechanics research institute of China Academy of Engineering Physics.
Journal of Engineering Mechanics, 1992, 118(1):108-124

Development of Digital Imagine Correlation (DIC) Method for Three-Dimensional Rugged Surface of Construction Material Ming-Hsiang Shih 1, a, Wen-Pei Sung 2,b and Darius Bacinskas 3,c 1Department of Civil Engineering, National Chi Nan University, Nan-Tou 545, Taiwan 2 Integrated Research Center for Green Living Technologies, National Chin-Yi University of Technology, Taichung 411, Taiwan 3 Vilnius Gediminas Technical University (VGTU), Department of Bridges and Special Structures, Sauletekio ave. 11, Vilnius, LT-10223 Lithuania ailoveaachen@gmail.com, bwps@ncut.edu.tw, c darius.bacinskas@st.vgtu.lt Keywords: 3-D Digital Image Correlation, single camera, rugged surface of material Abstract.
Introduction Displacement analysis and strain analysis of material is an important topic and technology in civil and mechanical engineering.
Ranson, Optical Engineering, 21 (3), 427-432 (1982)
Sung, Sadhana Academy Proceedings in Engineering Sciences, 33 (6), 767-779 (2008)

Study on the Systems Theory of Building Energy Efficiency Xiaoping Yu1,a and Xiangzhao Fu2,b 1School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing 401331, P.R.China; 2Faculty of Urban Construction and Environmental Engineering, Chongqing University, Chongqing 400045, P.R.China ayuxiaoping2001@126.com, bxiangzhaof@yahoo.com.cn Keywords: Building Energy Efficiency (BEE); Systems Theory; Scientific Nature; Sciences of Human Settlements Abstract.
, is an engineering and humanities and arts across disciplines.
Building energy science must bound with urban planning, architecture, structural engineering, construction equipment and engineering applications closely, the theory of BEE is difficult to separate disciplines as education, is also not yet in building energy systems engineering expertise unique knowledge.
Beijing: China Building Industry Press, 2009:492 ~ 500 [4] National Natural Science Foundation of Engineering and Materials Science Division.
Architecture, Environment and Civil Engineering I (construction, environmental and traffic engineering volume), subjects on Development Strategy (2006 ~ 2010) 【M】.

Chongqing Fuling Fifth Landslide Treatment Project Design Based on Value Engineering Li Jufang1,a, Liu Zhenkui1, Zhang Junde2, Wu Honggang2,b 1 School of civil engineering, Lanzhou Jiaotong University , Lanzhou 730070,China 2 Northwest Research Institute Co., Ltd. of CREC, Lanzhou 730000, China a1062759551@qq.com, b271462550@qq.com Keywords: Landslide; Value Engineering; treatment project; DARE method ;design Abstract: Chongqing Fuling Fifth landslide is a large landslide along the layers of rock.
Anchor; ③Concrete wall works; ④Brush works; ⑤Cutting drainage engineering; ⑥Slope vegetation engineering.
Engineering Economics [M].
Value Engineering, 2007, (7): 93-95
Journal of Engineering Geology. 2009,17(2):220-227

Numerical Analysis on Stress Field near Crack-tip of Mode I in Shape Memory Alloy Bo ZHOU1, a, Jun LV2 and Dong-xue WANG1 1College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao 266555, China 2College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China azhoubo_heu@163.com Keywords: Shape memory alloy, Stress field near Crack-tip, ANSYS, Numerical simulation.
Introduction Shape memory alloy has been widely applied in various engineering fields due to its special super-elasticity and shape memory effect, excellent fatigue property, good corrosion resistance, and so on [1].
This work is helpful to research the fracture behaviors of shape memory alloy for the ones from various engineering fields.

Department of Chemical Engineering and Energy Sustainability, Faculty of Engineering, Universiti Malaysia Sarawak, 94300 Kota Samarahan, Sarawak, MALAYSIA aamfarid@feng.unimas.my, barnazeri@feng.unimas.my, csshanti@feng.unimas.my Keywords: Adsorption, Humic Substances, Batch Stirred Tank Reactor, Coconut Copra.
Colloids and Surfaces A: Physicochemical and Engineering Aspects 235 (1):1-10
Bachelor of Civil Engineering Thesis.
Faculty of Civil Engineering & Earth Resources.