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This dissertation data collecting and establishment of the mathematical model based on the cooperation of I-U-R of Xi'an National Civil Aerospace Industrial.
Then it analyzes the various constrain factors which impacts Xi'an National Civil Aerospace Industrial Industry-Education-Research and establishes the Long-term and stability system of Industry-Education-Research.
Acknowledgements The thesis is supported by Scientific Research Project SF1017(3) References [1]Li Luo, Ruoyu Lu: J.Engineer and Engineering Management 2000(2) p.34-35(In Chinese) [2]Guoxin Liu,Junzhou Yan: J.Science and Technology Management Research 2009(9) p.37-41 (In Chinese) [3]Xujuan Zhang: J.China Management Information 2010(13) p.18-20(In Chinese)

Research on Dynamic Responses of Subway Stations to Explosive Loads Desen Kong1,2,a, Weiwei Zhang1,b, Qiuhua Zhang1,c, Qinghui Meng1,d 1 College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266510, China 2 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao 266510, China a dskong828@163.com, b zwwkd@163.com, c redapples123@126.com, d mengqinghui2003@tom.com Key words: subway stations; terrorist blast; propagation law; pressure curve Abstract.

Mechanics Study on the Leaning-type Arch Bridge during the Construction Process based on Building Materials Xin-cheng ZENG1,2, Ai-rong LIU2,a, Xin-sheng ZHAO1, Jiang-dong DENG1 1Guangzhou University, Guangdong Guangzhou 510006 P.R.China 2Guangzhou University-Danjiang University Join Research Center for Engineering Structure Disaster Prevention and Control, Guangdong Guangzhou 510006 P.R.
Leaning type arch bridge calculation cannot simply use plane pole-system program is simplified, should utilize the space finite element procedure for the determination of arch and beam grid system rigidity[1,3].For this reason, in this paper a built in Jiangmen City Shengli bridge as the background, according to the bridge construction monitoring program, the main research of leaning type arch bridge main arch erected in to complete the bridge construction mechanical behavior during the modeling, and calculation results and measured data were analyzed to discuss ,which has an important theoretical meaning and engineering practicing value.
Fig.1 Vertical plane of the major bridge (cm) 1 Calculation Model The finite element analysis software of MIDAS/Civil are used to simulation analysis on Shengli bridge structure construction process, the main arch rib, leaning arch rib, transverse, longitudinal and transverse beams tied, deck system with 6 degrees of freedom using space beam element model with 3 degrees of freedom; hanger rod space bar element simulation; bridge deck with 6 degrees of freedom using space shell element simulation.
Conclusion Based on the analysis on mechanical behavior during the modeling, the following conclusions are obtained: 1) Based on the finite element software MIDAS/Civil on the Shengli bridge construction process of simulation calculation, and the calculation results and field monitoring numerical results are compared and analyzed, and the result was verified that construction monitoring program basically reasonable 2) Monitoring results and calculation results show main arch rib key section in the process of construction the stress values are less than the allowable stress values, the arch rib alignment, are in the design range alignment requirements, have ensured the successful accomplishment of the construction.

Air Permeability of Concrete by Thenoz Method Valdir Moraes Pereira1, a, Gladis Camarini2,b 1Faculty of Civil Engineering, Architecture and Urban Design, University of Campinas.
Albert Einstein, 951, P.O.Box 6021, CEP 13083-852 2 Faculty of Civil Engineering, Architecture and Urban Design, University of Campinas.

Analysis for floor slabs of wall-slab system Liying Zhang1,a, Xiaodong Yang2,b and Wen Pan 3,c 1 Faculty of Civil Engineering & Architecture, Kunming University of Science and Technology, Kunming,Yunnan, 650000, China 2,3Yunnan Engineering Earthquake Research Instituion ,Kunming University of Science and Technology, Kunming,Yunnan, 650000, China a309424906@qq.com, bxiaodongyang@vip.sina.com, cpanwen@vip.sina.com Keywords: Wall-slab system； Irregular tablets ； floor stress Abstract.
The analysis and design of the shear wall structure [M].Beijing: China Water & Power Press, 2006 [3] Civil King Software Technology co., LTD.

Liu, Commodity housing sales price of fuzzy optimization method, Civil Engineering Journal, 3 (2003) 17-20
Sun, Architectural program evaluation Gray Correlation Method, Civil Engineering Journal, 3 (2003) 25-29

Properties of High Performance Concrete Containing Waste Glass Micro-Filler Genadijs Sahmenko1, a,, Nikolajs Toropovs1,b, Matiss Sutinis1,c , Janis Justs1,d 1Riga Technical University, Kalku str. 1, LV-1658, Riga, Latvia Faculty of Civil Engineering, Institute of Materials and Structures agenadijs.sahmenko@rtu.lv, bnikolajs.toropovs@rtu.lv, cmatiss.sutinis@rtu.lv, djanis.justs@rtu.lv Keywords: High Performance Concrete (HPC), glass powder, pozzolanic admixture, micro filler Abstract.
Korjakins, Ultra High Performance Concrete hardening under pressure, Proc. of the 3rd International scientific conference civil engineering '1, Jelgava (2011) 38-43

Comparison of experimental and computational characteristics of light perimeter walls of wooden buildings Marianna Šuštiaková1, a *, Pavol Ďurica 2,b, Radoslav Ponechal 3,c , Marek Cangár4,d 1,2,3,4Faculty of Civil Engineering, University of Žilina, Univerzitna 8215/1, SK-010 26 Zilina, Slovak Republic a marianna.stunova@fstav.uniza.sk, b pavol.durica @fstav.uniza.sk, c radoslav.ponechal@fstav.uniza.sk, d marek.cangar@fstav.uniza.sk Keywords: Long time testing measurements, wooden lightweight external walls, temperatures, simulations.
Introduction Temperatures measurements was made at the lightweight-construction of external wall, which is made in three different material solutions and three different colored exterior side surfaces, is elaborated on the basis temperature measurements made on a sample of the wall built in a climate chamber in the laboratory pavilion type KPSU FCE ŽUŽ (KPSU – Department of Building Constructions and Urban Planning, FCE - Faculty of Civil Engineering, ŽUŽ - University of Žilina).

IMPACT WAVE on PORT BREAKWATER DURING CONSTRUCTION Vera Sharova1,а * , Igor Kantarzhi 2,b ,Tran Long Giang 3,c 1,2Moscow State Civil Engineering University, Yaroslavskoe Shosse,26, Moscow,129337, Russia 3Viet Nam Maritime University, 484 Lach Tray, Hai Phong, +84, Viet Nam ash88-vera@yandex.ru, bkantardgi@yandex.ru, ctrangiang@yandex.ru Keywords: construction of the breakwater, wall of finite length, wave loads, hole of scour, experiments.
The experiment was conducted in the hydraulic laboratory of Moscow State Civil Engineering University (MSCEU).

Influence of Gypsum Additive on the Formation of Tobermorite in Autoclaved Aerated Concrete HELANOVA Ester1,a*, DROCHYTKA Rostislav1,b and CERNY Vit1,c 1 Faculty of Civil Engineering, Brno University of Technology, Veveri 331/95, 602 00 Brno, Czech Republic ahelanova.e@fce.vutbr.cz, bdrochytka.r@fce.vutbr.cz, ccerny.v@fce.vutbr.cz Keywords: Tobermorite, katoite, gypsum, autoclaved aerated concrete, fly ash Abstract.
Šauman, Theory of building materials structure, Brno University of Technology, Czech Republic, Faculty of civil engineering, 1979