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Therefore, it becomes one of the focuses of civil engineers that how the force behavior of the WRPDB is.
It further certifies that the PDCB has good ductility, and is more likely to meet the needs of civil engineering.
Yu: Structural Engineering and Mechanics.
Fang: Earthquake Resistant Engineering and Retrofitting.

Treatment of Timber by Nanofiber Fabric with Biocide Compound RÁCOVÁ Zuzana1,a, HROCHOVÁ Petra1,b and RYPAROVÁ Pavla1,c 1Department of Building Structures, Faculty of Civil Engineering CTU in Prague, 166 29 Prague, Czech Republic azuzana.racova@fsv.cvut.cz, bpetra.hrochova@fsv.cvut.cz, cpavla.ryparova@fsv.cvut.cz Keywords: dry rot fungus, Serpula lacrymans, wood decaying fungi, preventive protection, nanofiber fabric Abstract.
However, the question is common application of nanofibrous fabrics in civil engineering.
Nanofibrous poly(lactide-co-glycolide) membranes loaded with diamond nanoparticles as promising substrates for bone tissue engineering.
Key Engineering Materials.

Compare of Formal Analysis and Testing for Verification of Safety-critical Systems: a Case Study Juan Zhang, Guoqi Li and Xiao Liu School of reliability and system engineering, Beihang University, 100191 Beijing, China zhangjuan198804@163.com, gqli@buaa.edu.cn, liuxiaork@hotmail.com Keywords: formal analysis, testing, verification, safety-critical systems Abstract.
Verification of safety-critical software DO-178C/ED-12C [1] is the current standard for software assurance in the civil aeronautical domain.
Test is the basic unit of all engineering discipline, and also an important of the software development. [3] It seems that the relationship between testing and verification is clear in the theoretical point of view, but it is difficult to understand and many people do not know how to select in practical engineering.
References [1] RTCA ( Radio Technical Commission for Aeronautics ) and EUROCAE ( European Organisation for Civil Aviation Equipment ).
Model Checking, Wiley Encyclopedia of Computer Science and Engineering, 2009.

Realization of uniform deformation under three-dimensional condition based on soil-water coupled analysis considering inertia forces Binbin Xu1, a, Toshihiro Noda2,b and Kentaro Nakai 3,c 1Tianjin Port Engineering Institution Ltd. of CCCC, Tianjin, China; Key Lab. of Geotechnical Engineering of Tianjin, Tianjin, China; Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin, China 2 Nagoya University, Nagoya, Japan 3 Nagoya University, Nagoya, Japan axubinbin@tpei.com.cn, bnoda@i.soil.civil.nagoya-u.ac.jp cnakai@i.soil.civil.nagoya-u.ac.jp Keywords: uniform deformation, three-dimensional condition, soil-water coupled, inertia force Abstract.
Noda: submitted to 2nd International Conference on Engineering Materials, Geotechnical Engineering and Environmental Engineering (2014).

Research on the Point Cloud Data Processing Method of 3D Terrestrial Laser Scanning in Existing Railway Track Feng Han 1, a, Xiao-feng Duan 2,b 1 School of Civil Engineering,Southwest Jiaotong University, Chengdu Sichuan, 610061,China 2 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou Gansu, 730070,China ahanfeng740412@mail.lzjtu.cn, b 774196620@qq.com Keywords: 3D Terrestrial laser Scanning, Point Cloud Data Processing, Line Curvature Change, Track Static Detection Abstract.
Because of line structures’ property, such as long strip, loose and materials heterosexual, etc. whose pre-processing processes are significantly different from which of the general reverse engineering.
The key technology of scattered point cloud data processing in reverse engineering.
Line Engineering Information Technology.
[6] HAN FENG.Study on Existing Railway Survey Based on Point Cloud. 2012 2nd International Conference on Remote Sensing, Environment and Transportation Engineering.2640~2643

However, it is not an enough significant attention in civil engineering.
[2] Li Hongnan, Bai Haifeng, “State-of-the-art review on studies of disaster resistance of high-voltage transmission tower -line systems,” China Civil Engineering Journal, vol.40, no.2, pp.39-46, 2007, In Chinese
[3] Li Tian, Hongnan Li, and Guohuan Liu, “Seismic Response of Power Transmission Tower-Line System Subjected to Spatially Varying Ground Motions,” Mathematical Problems in Engineering, Article ID 587317, 20 pages, 2010
“The dynamic reliability analysis of transmission tower under the wind action during different design periods,” Proceedings of the second international forum on advances in structural engineering, pp.388-397, 2008
“Handbook of wind load theories and wind-resistant computations for engineering structures,” Shanghai: Tongji University Press, 1990, In Chinese

Punch Forming Simulation Analysis of U Shape Steel Plate Fuyi Cao1, a, Xiaowei Yin2,b and Baoshi Wang1,c 1Key Lab of Electric Power Simulation and Control Technology of Liaoning Province, Shenyang Institute of Engineering ,Shenyang 110136, P.
China 2Department of Mechanical Engineering, Shenyang Institute of Engineering, Shenyang 110136, P.
The FEM originated from the need for solving complex structural analysis problems in civil and aeronautical engineering.
Clough in the 1960s for use in civil engineering By late 1950s, the key concepts of stiffness matrix and element assembly existed essentially in the form used today and NASA issued request for proposals for the development of the finite element software NASTRAN in 1965.
The method was provided with a rigorous mathematical foundation in 1973 with the publication of Strang and Fix's An Analysis of The Finite Element Method, and has since been generalized into a branch of applied mathematics for numerical modeling of physical systems in a wide variety of engineering disciplines, such as thermodynamics and fluid dynamics[7-12].

Analysis on in-plane seismic performance of aluminium beams under cyclic bending Zheng Zhang1, a, Jinping Zhuang1, b, Xuechao Chen2, c and Zhibin Wang2, d 1School of Civil Engineering, Fujian University of Technology, No.3 Xueyuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
China, 350118 2College of Civil Engineering, Fuzhou University, No.2 Xueyuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
Introduction In foreign countries, the research and application of aluminium structures in structural engineering started in the early seventy's of last century, at that time the United States and Europe had promulgated the code for design of aluminium structures.
That a large number of engineering practices at home and abroad, aluminium structures can adapt to the modern engineering structures towards long-span and light development as well as the need to withstand harsh conditions, to meet the requirements of modern construction technology industrialization.
The research results have certain promoting effects on seismic design specification and engineering application of aluminium structures.

Finite Element Analysis of Cold-Formed Lipped Channel Columns with Web Stiffener Ming Chen1, 2,a, Zhanke Liu1,b and Ziqi He1,c 1School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou, Gansu, 730000, China 2School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, China achenming@lut.cn, bliuzhk@lzu.edu.cn, chezeqe@qmail.com Keywords: Finite Element Analysis, Cold-formed Lipped Channel columns, web stiffener, buckling mode Abstract.
Journal of Structural Engineering, 111 (12): 2770-2783. (1978) [2] Lau S.C.W., Hancock G.
Journal of Structural Engineering, 113 (5): 1063-1078. (1987) [3] Yang, D., Hancock, G.
Journal of Structural Engineering, 130(12):1954–1963. (2004) [4] AS／NZS 4600：2005 Cold Formed Steel Structures[S].
Journal of Structural Engineering. (2000) [7] GB 50018-2002 Technical code of cold-formed thin-wall steel structures [S].

,LTD, Hunan, Zhuzhou, 412400 2.School of Civil Engineering, Central South University ,Hunan ,Changsha , 430074 3.School of Civil Engineer,Hunan University of Science and Technology, Hunan,Xiangtan ,411201 4.
Some engineers and scholars carried out more induction and study for the effects of slope protection and construction technology of the arch framework slope protection structure.
Road Subgrade and Pavement Engineering [M].
Road Engineering, 2012, 9: 117-119
Embankment engineering, 2009, 147 (6):113-114