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Research in Destruction of Concrete Bridge Expanded Joint Influenced by Temperature Difference LEI Xiao1,a, Yao Yue1, Cao Shi1 and GUO Zhigang2 1,College of Civil and Transportation Engineering,Hohai University, Nanjing, China 2 School of Railway Transportation,Shanghai Institute of Technology, Shanghai,China a leix2010@126.com Keywords: bridge engineering; concrete continuous box girder; temperature flied; temperature difference Abstract.
Therefore, based on domestic and international engineering heat conduction theory, finite element method and field observation data, domestic and international project circle does a number of research[1-6] on the characteristics of the distribution of temperature at different conditions of temperature concrete box girder under the first class action and temperature effects generated.
Cawrse, “Measurements of thermal gradients and their effects on segmental concrete bridge”, Journal of Bridge Engineering,Vol 7(3), 2002, pp.166-174
“Monitoring temperatures on a real box-girder bridge and energy budget analysis for basic information on bridge cooling and surface freezing”, Journal of Bridge Engineering, Vol 12(1), 2007, pp.45-52
Louis, “Temperature in the box girder of the normandy bridge”, Structural Engineering International, Vol 15(3), 2005, pp. 156-165.

Subgrade Engineering, 2006, (6): 126-127.
Subgrade Engineering, 2010, (5): 189-191.
Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(2): 131-142
Journal of Materials in Civil Engineering, 2009, 21(4): 154-162.
Highway engineering construction organization and estimating(3rd)[M].

Experimental Study on Strength of Connections to Concrete Filled Tubular in Fire Hongjun Sun1, a and Lihong Zhao1, b 1College of Civil Engineering and Architecture, Liaoning University of Technology, Jinzhou, China asunhongjun_2006@163.com, bzhaolh05@163.com Keywords: Concrete filled tubular; The connected beam; Connection failure; Fire Abstract.
Chen: KSCE Journal of Civil Engineering Vol.15 (2011), p.145 [6] A.

The facade style research about renovation of public building in city Dongbin Su1, a, Zhiyong Nie1,b Jingyong Huang1,c 1 School of Civil Engineering and Architecture, Qianhu Campus of Nanchang University, China asudongb@hotmail.com, bniezhiy@126.com, chuangjingy@126.com Keywords: Public buildings, Facade, renovation, Architectural style Abstract.
"Civil construction Design General rule" has carried on the explicit definition to the public building: The public building is carries on each kind of public active for the people the construction.
The author go through engineering project practices after many years, trying to find a suitable for modern public building facade style classification, this building facade style of classification may be less rigorous, because of a mature architectural style have a certain impact and the building structure , materials, space has the innovation .

Research of Self-Induction & Automatic Lifting Rainproof-Curtain Siyi Li 1,a，Zewen Ma 1,b，Yaping Yang 2,c 1 College of Mechanical & Electrical Engineering, Jiaxing University, Jiaxing 314001 China 2Design Academe,Jiaxing University, Jiaxing 314001 China alisy@sust.edu.cn, b594287712@qq.com, cfan81000@163.com Keywords: rainproof-curtain, self-induction, automatic control, remote control Abstract.
Introduction The windows as civil and industrial building’s necessary facilities need to be often opened and closed.
Because it has simple structure and operation, it could be widely used in various industrial and civil buildings windows for the roles of awning.
References [1] Guohui An, Xiqu Chen: Journal of Henan Institute of Science and Technology (In Chinese) Vol.35(4,2007), p.60-63 [2] Jing Zheng, Shenfeng Qu: Electronic Measurement Technology (In Chinese) Vol.29(3,2006), p.130-132 [3] Jiezhong Chen, Shaning Wang: Automation in Water Resources and Hydrology (In Chinese) 2010 (1), p.54-57 [4] Cheng Xu, Qi Zeng: Computer Engineering and Applications (In Chinese) Vol.43(8,2007), p.103 [5] Aiping Wu, Xiaochun Zhu: Instrument Technique and Sensor (In Chinese) 2008 (8), p.78-80

Study on the frame structure under nonuniform Settlement Dongmei Zhao1, a, Yingxu zhao2,b , Yanxia Ye2,c 1 Luohe Vocational Technology Collge, LuoHe, 462002, China 2School of Civil Engineering, Chang’an University, Xi’an, 710061, China 2School of Civil Engineering, Chang’an University, Xi’an, 710061, China azhaodongmei1672@sina.com,b529940573@qq.com, cyeyanxia@chd.edu.cn Keyword: frame structure, integral settlement, fixe pedestal model, elastic pedestal model Abstract.

Research into the possibilities of using waste materials in newly developed industrial polymer floorings Kosikova Jana1,a, Petranek Vit1,b and Vyhnankova Michaela1,c 1Brno University of Technology, Faculty of Civil Engineering, Institut of Technology of Building materials and Components, Veveri 331/95, Brno, 602 00, Czech Republic akosikova.j@fce.vutbr.cz, bpetranek.v@fce.vutbr.cz, cm.vyhnankova@lenachemical.com Keywords: polymer, industrial flooring, waste, filler, glass.
Faculty of Civil Engineering.

Seismic performance analysis under different conditions of location for shear wall frame shear structure Yizhen Yang1, a, Hong Gan 2,b 1 College of Civil Engineering and Architecture, Anhui Polytechnic University, 8 Beijing Road in Wuhu, China 241000 2 The President{TTP}8242 ’s office, Anhui Polytechnic University, 8 Beijing Road in Wuhu, China 241000 a yyiz2006@163.com, bgh@ahpu.edu.cn Keywords: frame-shear wall structure, Seismic performance, story drift Abstract.
Advanced Materials Research, in 2012 the civil, structural and environmental engineering international academic conferences

Form Finding and Loading Analysis of ETFE Cushions using Interaction Numerical Model Peng Li a and Qingshan Yangb School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China a09115284@bjtu.edu.cn, bqshyang@bjtu.edu.cn Keywords: ETFE cushion; form-finding; loading analysis; numerical model; interaction.
Fu, et al, Design of ETFE cushions: a brief introduction to the ETFE cushion design of Beijing Olympic National Swimming Center, China Civil Engineering Journal, Vol. 38 4 (2005) 66-72

Background engineering and analysis cases As shown in Figure 1，the span arrangement of the continuous beam bridge which upper structure uses the prestressed concrete fabricated box girder is 5 × 30 m and the bridge wide is 21 m.
Using Midas Civil software, grillage method is adopted to construct the bridge space finite element analysis model, and fiber beam element is adopted to simulate the bridge pier.
Static and dynamic analysis of bridge structure Midas Civil was used to analyzed bridge structure under static and E1, E2 reactions.
Earthquake Resistant Engineering, 2006, 28 (4): 72-74