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Finite Element Analysis on the Steel Transmission Pole Yanhai Wang1, a, Wei Jiang2,b and Hong Wang1,c 1 College of Electrical Engineering & Renewable Energy, China Three Gorges University, China 443002 2 College of Civil Engineering & Architecture, China Three Gorges University, China 443002 ayanhaiwang@ctgu.edu.cn, b13205193@qq.com, c1071242973@qq.com Keywords: transmission line steel; transmission pole; finite element method; ANSYS Abstract.
China Civil Engineering Journal, 2011, 44(9):27-34.
Power engineering design manual for high voltage transmission line [M].2nd ed.

FT-IR Analysis of Molecular Structure Evolvement of Poly(Ether urethanes) in Ozone Atmosphere Haiyan Wang1,a, Yuwen Liu1, b, Jifeng Tian2,c, Bin Sun1,d, Shijie Huang1,d 1Hebei key laboratory of applied chemistry, College of Environmental and Chemical Engineering, Yanshan University, Qinhuangdao, 066004, China 2College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, 066004, China ahywang@ysu.edu.cn, bliuyuwen@ysu.edu.cn, ctianjifeng123@126.com, dliuywhitjjj@163.com Keywords: Molecular Structure, Ozone, Polyurethane, Oxidation Abstract.
Introduction Since their discovery in the 1930s the polyurethane macromolecules have fascinated engineers and scientists by their unique combination of unusual properties and ability to be processed, shaped and formed by almost all known manufacturing techniques[1].
Thereinto, poly(ether urethanes) has been used in aviation, spaceflight and civil industries depending on its excellent low temperature facility and water-fast properties.
Elleuch : Materials Science and Engineering A Vol. 527(2010), p. 1649 [4] P.

Experimental Study on Reinforcement of Failure Reinforced Concrete Beams Qian Chen1,2,a Lingyong Liu1,b and Yangjun Meng1,2,c 1College of civil construction and mechanics, Central South University of Forestry and Technology, Changsha 410004, China 2College of civil engineering, Hunan City University, Yiyang 413000, China achengqiang2003@sohu.com,bliulingyong2003@163.com,cmyj111@yahoo.com.cn Keywords: Carbon cloth, Reinforced concrete beam, failure, Experiment, Reinforcement.
The research of carbon fiber cloth reinforced concrete structure has achieved a lot of research fruits, and it has been applied in practical engineering.
Therefore, it is worthy for the conditional place to put it into practical engineering application and innovation.
Journal of Zhengzhou University：Engineering Edition，2004, 25(4): 24-2.

Influence of Waste Paper Sludge Ash (WPSA) and Fine Recycled Concrete Aggregate (FRCA) on the Compressive Strength Characteristic of Foamed Concrete Siti Shahidah Sharipudin1, a, Ahmad Ruslan Mohd Ridzuan1, b 1Institute for Infrastructure Engineering and Sustainable Management (IIESM), Faculty of Civil Engineering, Universiti Teknologi Mara 40450 Shah Alam, Malaysia aemail: polariez_yie135@yahoo.com, bemail: ruslanridzuan@yahoo.co.uk Keywords: waste material, waste paper sludge ash, fine recycled concrete aggregate, foamed concrete Abstract.
Acknowledgements The authors would like to thank the technical staff of the Faculty of Civil Engineering, at Universiti Teknologi Mara for their support.
Dayi, The Effect of Coarse Recycled Concrete Aggregate on concrete Properties: Journal of the Faculty of Engineering and Architecture of Gazi University 24:183-189 (2009)

Load Stress Analysis of Airport Pavement Based on Multi-structural System Wu Zi-yan*,Guan Jin-fang, Lu Zhi-qiang,Liu Jian-min School of Mechanics, Civil Engineering and Architecture Northwestern Polytechnical University Xi’an, China zywu@nwpu.edu.cn Keywords: rigid airport pavement; multi-structural system; multi-wheel loading; Von Mises stress; joint load transfer efficiency Abstract.
Journal of Transportation Engineering, Vol.121, No.3, pp. 289-298 (1995) [3] Michael I H: Advanced Pavement Design: Finite Element Modeling for Rigid Pavement Joints, Report II: Model Development.
Department of Transportation Federal Aviation Administration, （1998） [4] ZHOU Zheng-feng, LING Jian-ming: Finite element model of a airport rigid pavement structure based on ABAQUS, Transportation Engineering, Vol.9, pp. 39-44, June 2009 (In Chinses) [5] Weng Xingzhong, Cai Liangcai: Design Of Airport Pavement.
China Civil Engineering Journal, Vol.40, pp.60-65, April 2007 (In Chinses)

College of Civil and Architectural Engineering, Hebei Polytechnic University, Tangshan, China 2.
College of Architecture and Civil Engineering, Beijing University of technology, Beijing, China a fenger2356@163.com, b 314258405@qq.com, c suyoupo@126.com, d jysu@bjut.edu.cn Supported by National Natural Science Foundation of China project 50778061 and 50878073, Natural Science Foundation of Hebei Province E2010000934 Keywords: vertical collapse, frame structures, finite element, failure of columns, the collapse stress Abstract: The capability of structure resisting progressive collapse depends on controlling the dispersion of damage by uncommon agency in the part of the structure and to avoid the destruction just likes the Domino action.
References [1] Guo Wenjun, Gilsanz Ramon.Nonlinear static analysis procedure-progressive collapse evaluation[R].Design Engineers of Gilsanz Murray Steficek,LLP.2003:1-11
Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium[C/OL].

Research on Behavior of Composite Joints Consisting of Concrete and Steel Jinjie Men1, a, Zhifeng Guo1, b, and Qingxuan Shi1, c College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 730050, China amen2009@163.com, bceguozf@gmail.com, cshiqx@xauat.edu.cn Keywords: reinforced concrete column, steel beam, composite joint, finite element model(FEM), numerical simulation Abstract.
Design approaches of these composite joints should be proposed based on further research to guide practical engineering.
You: China Civil Engineering Journal Vol. 39(2006), p.17-25
Nishiyama: Journal of Structural Engineering Vol. 130(2004), p.352–360

The force impact analysis of Steel bridge deck pavement layer modulus and pavement thickness to pavement system Sanqiang Yang 1,a , Peiwen Hao 2,b, Liqun Tang 3,c, Tao Liu 1,d 1 Ministry of Transport Xinjiang Communication science Research Institute, Urumqi Xinjiang, china 2 Key Laboratory for Special Area Highway Engineer of Ministry of Education, Chang’an University, Xi’an Shanxi, china 3 School of Civil Engineering and Transportation South China University of Technology, Guangdong Guangzhou, china a ysq0999@163.com, b haopw@yahoo.com.cn, c lqtang@scut.edu.cn, d l_tao2000@163.com Keywords: Steel bridge deck; Pavement layer modulus; Pavement layer thickness; Impact force; Abstract.
Journal of transportation engineering, 2002, 2 (2): 1-7
,Economic Optimization of Thick Wearing and Isolation Courses on SteelBridge Decks[R], Criteria and Factors (in Dutch), Report 26.6.90.12/A2/22.03, Stevin Laboratory, Faculty of Civil Engineering, Delft, 1990

Melting Temperature of MgO under Pressure Shuai Zhang1 , Lei Chen 2,a 1 Department of Materials Science and Engineering, Jilin Architectural and Civil Engineering Institute ,Changchun 130025,China 2 Department of Municipal and environmental Engineering, Jilin Architectural and Civil Engineering Institute ,Changchun 130025,China achenlei_wy@sina.com Keywords: Phase transitions; Pressure-dependent; Temperature Abstract.

A 3D Modeling System for Construction Work Simulation Based on Rendering and Dynamic Engines WANG Xin 1, a, ZHANG Jing 2, b, GAO Shunde 1, c and WU Di 2, d 1 School of Mechanical Engineering, Dalian University of Technology, Dalian 116023, China 2 Department of Computer Science, Dalian University of Technology, Dalian 116023, China a wangxbd21@163.com, b justin2980@hotmail.com, c gaoshunde@163.com, d wudi831@yahoo.cn Keywords: 3D CAD, modeling, open source engine, construction work.
Introduction With the development of nuclear power, oceanic engineering, high-rise building construction and petrochemical industry, more complicated construction work is coming out, such as huge load weighting hundreds or even thousands of tonnage.
Martinez: submitted to Journal of Computing in Civil Engineering Vol. 15 (2001), p.329-337 [2] R.
Martinez: submitted to Journal of Computing in Civil Engineering Vol. 19 (2005), p.356-368 [3] J.