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Study on load-carrying performance of short axially-loaded column with gusset plate between double cold-formed thin-walled C steel Ming Chen 1,2,a, Yang Sun 2,b 1 Civil and Environmental Engineering School of Beijing University of Science and Technology, Beijing, P.R.
China 2 Architecture and Civil Engineering School of Inner Mongolia University of Science and Technology,Inner Mongolia, Baotou, P.R.
W: Local, Distortional, and Euler Buckling of Thin-Walled Columns, Journal of the Structural Engineering, ASCE, 128(3):289-299(2002)

Numerical Study Of The Rock Fragmentation By Three TBM Cutters Yan Wang1,a, Zhengzhao Liang1,b 1School of Civil Engineering, Dalian University of Technology, Liaoning, Dalian, 116024, PRC a236428285@163.com, bz.z.liang@163.com Keywords: Breakage code, Crack propagation, Time interval, Fracture pattern Abstract.
Introduction TBMs have been employed extensively in mining and civil engineering construction for many advantages.
[4] PANG S S and GOLDSMITH W: Rock Mechanics and Rock Engineering, Vol.23(1990), p. 53-63

Modelling of Discontinuous Environment Jiří Boštík1, a and Kamila Weiglová1,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Geotechnics, Veveří 331/95, CZ-602 00 Brno, Czech Republic abostik.j@fce.vutbr.cz, bweiglova.k@fce.vutbr.cz Keywords: underground structures, experimental modeling, dislocation zones Abstract.
Introduction Prediction of the behavior of geotechnical structures is a complex engineering problem.
In Proceeedings of the Fifth International Symposium "Compunational Civil Engineering 2007".

An Experimental Study on the Characteristics of Chemically Synthesized Nano-Cement for Carbon Dioxide Reduction Byung-Wan Jo1,a, Ji-Sun Choi2,b, Seok-Won Kang3,c Professor, Dept. of Civil Engineering, Hanyang University, Seoul, Korea.
Graduated Student, Dept. of Civil Engineering at Hanyang University, Seoul, Korea.
Part B: engineering, v.35 No.2, 2004, pp.185-189

Experimental study on hysteretic performance of steel frame with improved node Yang Songsen1, a , Wang Yan 1, b 1School of Civil Engineering, Qingdao Technological University, Qingdao，Chinese , 266033 ajingxu180@163.com, b yanwang123@qtech.edu.cn Keywords: steel frame; improved node; widened flange connection; load-displacement hysteretic curve Abstract: Using the test and finite element analysis methods study the load-displacement hysteretic performance of the widened beam flange connections steel frame under the low cyclic load.
Experimental study on hysteretic behavior for rigid-reinforced connections[J].China civil engineering Journal,2011，44（5）：57～68（in Chinese） [4] Wang Yan, Gao Peng, Yu Yousheng et al.
Building Structure, 2002, 32（9）：15～18（in Chinese） [6] Wang Xin-min, ANSYS numerical analysis of engineering structures[M].

Impact Factors Study On Strength of Steel Tube Confined Concrete Columns Under Axial Compression Haoxiong Feng1,2,a,Weijian Yi1,b 1College of civil engineering,Hunan Univ., Changsha, 410082, China. 2College of civil engineering,Hunan City Univ.
Conclusions This paper has introduces an analysis of factors affecting the bearing capacity of stcc, proposes several ways of improving strength of stcc columns,and provides reference for engineering practical application.

Optimal Train Size and Headway for Urban Rail Transit System Xue Jun Liu1, a, Chuan Min Mi2,b , Yuan Yuan Wang3,c and Wei Vivien Shi4,d 1Department of Civil Engineering, New Jersey Institute of Technology, NJ 07102, USA 2 Nanjing University of Aeronautics and Astronautics, Nanjing, 211106, China 3 AFC Center, Nanjing Metro Operation Co., Ltd., Nanjing, 210008, China 4Department of Engineering and Technology, University of Wisconsin-Stout, WI 54751, USA axl83@njit.edu, bcmm@ieee.org, cwang_yy@njmetro.com.cn, dshiw@uwstout.edu Keywords: urban transportation planning, optimization Abstract.
Ibrahim, International Journal of Civil & Environmental Engineering.

Analysis and Experiment Study of Continuous Beam Arch Composite Bridge Jianrong Yang1,a, Yu Bai1,b, Xiaodong Yang1,c and Yonghong Chen2,d 1College of Civil Engineering, Kunming University of Science & Technology (Chenggong Campus), Kunming, 650500, China 2Kunming Metallurgy College, Kunming, 650033,China acarpenter_y@sina.com, b645022414@qq.com, cxiaodongyang@vip.sina.com, d398867110@qq.com Keywords: finite element method, load testing, ambient vibration testing, continuous beam arch composite bridge Abstract.
Fig. 1 Elevation Drawing of the Bridge Finite Element Analysis The computer model was constructed on MIDAS Civil 2012, a commercially available software package with nonlinear capabilities (Fig.2).
Model BGK-4000 vibrating wire strain gauge can be very effective in hydraulic engineering projects, concrete structures to reveal internal deformations.
[3] Lin CW, Yang YB: Engineering Structures 2005, 27:1865–78.

Mechanism Analysis on Concrete Column’s Recovery Strengthening Zhi-Peng Lai1,a , Shao-Hua Guo1 School of Civil Engineering, Central South University, China 410075 alaizhipeng@csu.edu.cn Keywords: Shape Memory Alloy, Recovery Strengthening, Concrete Column, Actuation, Finite Element Analysis Abstract.
Therefore, SMA should be one of the preferred driving elements in civil engineering [1].
Engineering Structures[J], 2006, 28: 1691-1697.

Mohammed1, a*, Raymond Cheng Hsien Loong2 1Civil Engineering Department, Universiti Teknologi PETRONAS, Malaysia 2Civil Engineering Department, Universiti Tenaga Nasional, Malaysia abashar.mohammed@petronas.com.my Keywords: Rubberecrete, Shear, Beam, Structural Behavior Abstract.
To solve this problem, engineers are not only challenged for the future homebuilding in terms of controlling the construction costs but also to convert the industrial wastes to useful construction and building materials to achieve this purpose.
Civil.
Civil Eng, 8 (2014) 270-281