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The Application of energy efficiency system with EPS module steel structure of industrial building in Construction Engineering Yujie Jin 1,a , Kun Qian 1,b and Guiyan Dong 1,c 1Jilin Institute of Architecture and Civil Engineering, Changchun, China, a785401050@qq.com, b916249852@qq.com, c 1258621800@qq.com Keywords: energy efficiency system, EPS module, industrial building, wall board, color steel plate of roof Abstract.
Conclusion The energy efficiency system with EPS module of steel structure in industrial building is available for engineering design of the single-story factory in industrial ( warehouse ) building, whose type of fireproof is class C and below according to the buildings fireproof design code(GB50016), the system uses the new wall panels and new roof color steel plate, the unique details of structure improves airtightness of connection of the plates, avoid to produce frosting phenomenon at the wall and roof due to original bad airtightness of color steel plate, and it is a suitable, economic, aesthetic and energy efficiency new industrial building system, which develops the system of industry of our country building energy efficiency design further, opens a new way for energy efficiency in industrial building.
Jilin Province engineering construction provincial standard DB22/T1029－2011.

A Setting Pre-angle Method in Multi-steps Construction of Long-span Steel Structures Duozhong Pana , Demin Weib School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong, China apanduozhong@gmail.com, bdmwei@scut.edu.cn Keywords: multi-step construction, long-span, rotational component relaxation, pre-angle Abstract.
Journal of Structural Engineering, Vol. 118(1992), p. 944
Journal of Wuhan University of Technology (Transportation Science & Engineering), Vol. 30(2006), p. 496.
Engineering Mechanics, Vol. 25(2008), p. 19.
Engineering Mechanics, Vol. 23(2006), p. 83.

The results show that the finite element models are feasible in engineering application, and the analysis provides some insights into engineering design and optimization of the wind turbine tower.
Farkas, K.Jarmai, et al, Optimization of steel tower for a wind turbine structure, Engineering Structures. 29 (2007) 3565-3586
Teng, Stability design of axially compressed thin steel cylindrical shells, Engineering Mechanics. 20(6) (2003) 116-126
Calladine, Analysis of buckling of thin cylindrical shells under axial compression, China Civil Engineering Journal. 34(3) (2001) 18-22
Wang, ANSYS Numerical Analysis of Engineering Structures, Beijing, 2007.

Statistical Analysis of Fundamental Periods of Frame-shear Wall Structures Yanqiang Gao1, a, Wenfeng Liu1, b 1School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China agaoyanqiang2006@163.com, blwf6688@sohu.com Keywords: Frame-shear Wall Structure, Fundamental Periods, Empirical Formula, Regression Analysis.
Chen:Academic Library of Henan Civil Construction, Vol. 4(2000), pp. 82-83(in Chinese) [3] GB 50009-201*:Load Code for the design of building structures (SOLICIT OPINION DRAFT), 2010(in Chinese) [4] M.Sh.Gong:Structural Modal Parameter Identification and Application Research Based On Earthquake Response Record(Ph.D.Institute of Engineering Mechanics of Earthquake Administration in China, 2005),pp.74-77 (in Chinese)
McClure:World Conference on Earthquake Engineering(Beijing,China,October 12-17,2008)

European Journal of Environmental and Civil Engineering 19(5) (2015) 539-563
Journal of Engineering Mechanics 124(8) (1998) 892-900
Lodygowski, Identification of parameters of concrete damage plasticity constitutive model, Foundations of Civil and Environmental Engineering 6 (2005) 53-69

A Quasi-Static Delamination Model with Rate-Dependent Interface Damage Exposed to Cyclic Loading Roman Vodička1,a, Katarína Krajníková1,b Technical University of Košice, Civil Engineering Faculty, Vysokoškolská 9, 042 00 Košice, Slovakia aroman.vodicka@tuke.sk, bkatarina.krajnikova@tuke.sk Keywords: Interface damage; Cohesive zone model; Fatigue life; Quasi-static evolution; Quadratic programming Abstract.
Introduction Models which are able to solve various civil engineering problems with rupturing interfaces are highly demanded.
Nevertheless, it might be expected that the proposed approach turns to be useful in practical engineering calculations.

Investigation of Failure Mechanism of Thin Steel Plate Shear Wall in RC Frame Maryam Bypour1,a, Benyamin Kioumarsi2,b and Mahdi Kioumarsi3,c 1,2Department of Civil Engineering, Semnan University, Semnan, Iran 3Department of Civil Engineering and Energy Technology, OsloMet – Oslo Metropolitan University, Oslo, Norway ambypour@alum.semnan.ac.ir, bbenyamin.kioumarsi@gmail.com, cmahdik@oslomet.no Keywords: Steel plate shear wall (SPSW), Connections, Plastic hinges, Reinforced concrete frame (RCF).
International Journal of Engineering and Technology Innovation. 6(4), 255-263(2016)

Effect of Ventilation in Protected Escape Ways upon the Thermal Properties of these Spaces Marie Rusinová1, a *, Markéta Sedláková1, b and Miloš Kalousek1, c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic arusinova.m@fce.vutbr.cz, bsedlakova.m@fce.vutbr.cz, ckalousek.m@fce.vutbr.cz Keywords: Aeration, Protected Escape Way, Positive-Pressure Ventilation, Thermal Characteristics.
As regards civil engineering structures, this concerns in particular suitable building technology helping to avoid the occurrence of fire, and further to protect persons in the building, if the fire has already broken out.
Korniejenko, Material Solutions for Passive Fire Protection of Buildings and Structures and Their Performances Testing, Procedia Engineering 151 (2016) pp. 284-291

Simulation of Airflow in the Engine Compartment of a Light Aircraft Hsu Jeng Liu1, a, Chih Chun Su2, b and Sheng Liang Huang1, c 1 Department of Mechanical Engineering, National Pingtung University of Science and Technology, No. 1, Shuefu Rd., Neipu Township, Pingtung County, 91201, Taiwan, ROC. 2 Department of Mechanical Engineering, Yung-Ta Institute of Technology and Commerce, No. 316, Zhongshan Rd., Linluo Township, Pingtung County, 90942, Taiwan, ROC.
Besides, ultralight aerial vehicles are classified in the sports aviation industry in the world, the requirements of regulations and the technological thresholds are not as strict as civil aircrafts, and the airworthiness certificates are not required; meanwhile, the selling price is low, so manufacturers of the civil aviation industry do not express investment interest, hence there has not been an exclusive manufacturer.
Jansen: Commercial Vehicle Engineering Congress and Exhibition, Chicago, Illinois, October 31-November 2, SAE Technical Paper 2006-01-3478 (2006) [10] Y.

CHANG4, a 1 Conventional Rail Engineering Corps, Korea Railroad Research Institute, 374-1 Woulam-Dong, Uiwang-shi, Kyunggi-do 437-050, Korea 2 Department of Civil Engineering, Chung-Ang University, 221, Huksuk-dong, Dongjak-ku, Seoul 156-756, Korea 3 Institute of Technology and Science, Chung-Ang University, 221, Huksuk-dong, Dongjak-ku, Seoul 156-756, Korea 4 Department of Civil & Environmental Engineering, Chung-Ang University, 221, Huksuk-dong, Dongjak-ku, Seoul 156-756, Korea a changkor@cau.ac.kr Keywords: High temperature tensile properties; TMCP steel; Elevated temperature tensile test; Residual stresses; 3-D thermal elastic-plastic FE analysis.