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Analysis of energy and internal environment improvements in a single family house Kamensky Martin 1, a, Vašková Anna 2,b*, Vertaľ Marian3,c 1TUKE, Civil Engineering Faculty, Vysokoškolská 4, Košice, 042 00, Slovakia 2 TUKE, Civil Engineering Faculty, Vysokoškolská 4, Košice, 042 00, Slovakia 3 TUKE, Civil Engineering Faculty, Vysokoškolská 4, Košice, 042 00, Slovakia amartin.kamensky@tuke.sk, b*anna.vaskova@tuke.sk, cmarian.vertal@tuke.sk Keywords: energy, simulation, heat demand, building, ventilation, shading Abstract.
Acknowledgement This paper was created thanks to the financial support from the EU Structural Funds, through the R&D Operational Program and project OPVaV-2008/2.2/01-SORO "Architectural, engineering, technological and economic aspects of the design of energy efficient buildings, codenamed ITMS: 26220220050; which is financed by EC funds.
Wojcikiewicz, Energetic and ecological analysis of energy saving and passive houses, J of Civil Eng., 1 (2012) 71-78
Lopušniak, Comprehensive analysis of the shading structure for low energy house, J of Civil Eng., 1 (2010) 57-68

Thermal Environment Simulation of Buildings on the Ground in Low Enthalpy Geothermal Engineering ZHANG Yi 1, 2, a, GUO Dong ming 1,2,b 1 State Key Laboratory for Geomechanics and Deep Underground Engineering,Beijing,100083,China 2 School of Mechanics, Architecture and Civil Engineering, China University of Mining and Technology(Beijing),100083,China asonshu770209@126.com, bwjgdm1999@163.com Keywords: low enthalpy, geothermal, thermal environment, simulation, DeST software Abstract.
Generalized the building in low enthalpy geothermal engineering More than ten buildings should be representative, including their envelope material, orientation, shape and size, and so on.
Science Technology and Engineering, 2011,11(4):834-837.
Rock mechanics and hazard control in deep mining engineering in China[J].
Journal of Harbin University of Civil Engineering and Architecture,2001,(6):79-80.

Study of Crack Width of the Fiber Reinforced Polymer Beam Qin Xua Wei Huangb, Haozhen Wuc, Junyuan Wangd and JieYu Liue School of Civil.
Eng. , Xi’an Univ. of Arch. & Tech. , Xi’an 710055 , China a qqhuangwei2005@126.com; b wuhaozhen123@126.com;c xjbnchgx@163.com; d huwjy@126.com; e Liujieyu1987@126.com Key words: Fiber Reinforcing Materials; Mechanical Property; Crack; Bond Abstract: Fiber reinforced polymer (FRP) is a new kind of material for structural engineering in recent year.
Introduction In recent years, the research of discuss to use Fiber Reinforced Polymer Rebar to replace the reinforced for strengthen concrete has become a hotspot in civil engineering.
Journal of Material in Civil Engineering MAY 2002. 2.
Salib,S.;2001,“Strength of Concrete Beam Reinforced and/or Prestressed with FRP Bars,”International Conference on FRP Compositor in Civil Engineering CICE, Hong Kong,pp1193-1202.

Study on Mode I Quasi-static Growing Crack in a Rigid-viscoelastic Material Interfacial Crack Yong Yang1,a, Zailin Yang1,b, Liqiang Tang 1,c 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China ayangharbin@163.com, blining0304@yeah.net, ctlq8854@126.com Keywords: pressure-sensitive dilatant material, stress and strain field, quasi-static growing crack Abstract.
Engineering practice also shows that time-dependent deformation of materials have great effects on the structural strength, rigidity and life duration.
So visco-elasticity has drawn much attention in the mechanical and engineering fields.
Numerical calculation and Discussions In the petroleum engineering, the rate of water in the mud rock when water injecting will increases, the coefficient of friction will decrease, the rigidity of the mud rock will decrease, the quasi static shear gliding will possibly happened between the layers, and it will lead to the failure of casings of well.
Literature References [1] Chen Huifa, in: Constitutive Relations of Civil Engineering Material：Plasticity and Modeling[M].Wuhan：Central China Science and Technology University Publising, 2001

Berbekov, Kabardino-Balkarian, Russia 3Saint-Petersburg State University of Architecture and Civil Engineering, Saint-Petersburg, Russia aKlyuyev@yandex.ru Keywords: fibers, fibers parameters, modulus of elasticity, deformation characteristics, adhesion.
[9] Klyuev S.V., Klyuev A.V., Abakarov A.D., Shorstova E.S., Gafarova N.G., The effect of particulate reinforcement on strength and deformation characteristics of fine-grained concrete, Magazine of Civil Engineering. 7 (2017) 66 – 75
[10] Klyuyev S.V., Klyuyev A.V., Sopin D.M., Netrebenko A.V., Kazlitin S.A., Heavy loaded floors based on fine-grained fiber concrete, Magazine of Civil Engineering. 3 (2013) 7–14
[11] Klyuyev S.V., Guryanov Yu.V., External reinforcing of fiber concrete constructions by carbon fiber tapes, Magazine of Civil Engineering. 1 (2013) 21–26
[15] Pukharenko Yu.V., Features of the preparation of fibre concrete composites, Journal of civil engineers. 2 (2006) 72–78

Because of the advantages of the economic,quick construction, soil nailing wall supporting rapidly popularized in our country, widely used in industrial and civil construction of supporting engineering. 2.
The application of soil nailing in foundation pit engineering [M].
Journal of civil engineering, 2003, 4 (10) : 80-83
Geotechnical engineering strength and stability calculation and engineering application [M].
Journal of rock mechanics and engineering, 1993, 12 (1) : 84-88

Dynamic Response of RC Column with Different Constraints under Blast Load Yanli Hou1, a ,Yufeng Jiao2,3,b and Xueying Wei4, c 1China New Era International Engineering Corporation, 128 Huancheng Road, Xi’an,710054,China 2College of Civil Engineering, Tongji University,1239 Siping Road,Shanghai,200092 China 3College of Civil Engineering, Henan University of Science and Technology, 48 Xiyuan Road,Luoyang,471003,China 4 College of Civil Engineering,Chang’an University,5 Yanta Road, Xi’an,710061, China a houyanli1024@sohu.com b yufengjiao@sohu.com c weixy@chd.edu.cn Key words: Blast Shock; Reinforced Concrete Column; Brittle Damage Model; Scaled Distance, Abstract.
:International Journal of Solids and Structures.Vol.41(2004),p.131 [2] Gilmour JR, Virdi KS, In: Proceeding of the Second International PhD Symposium in civil Engineering.Budapest(1998) [3] H.X.Yu, J.YRichard Liew: International Journal of Advanced Steel Construction.Vol.1(05), p.67 [4] X.Y.Wei and G..L.Bai:Journal of PLA University of Science and Technology (Natural Science Edition).Vol.5(2007),p.525

Calculation of Shear Capacity of Steel and Concrete Composite Beams Strengthened with FRP Jiong-Feng Liang 1,2, a, Ze-Ping Yang 2,b, Jian-Bao Wang 2,c and Jian-Ping Li2,d 1 College of Civil Engineering, Xi’an University of Architecture&Technology, Xi’an, Shangxi,710055,China 2 College of Civil and Environmental Engineering, East China Institue of Technology, Fuzhou,Jiangxi,344000,China ajiongfeng108@126.com, b34930741@qq.com, cdengy666@126.com, d309537037@qq.com Keywords: FRP(fiber reinforce polymer), steel and concrete composite beams, shear capacity, strengthening.
Introduction FRP (fiber reinforce polymer) with a corrosion-resistant, high strength, light weight, good durability are being increasingly applied to civil engineering structures.
And steel and concrete composite structure is a new structure，which is better than steel structure and reinforced concrete structure .Due to the large stiffness, high carrying capacity, good seismic performance, etc. it is widely used in engineering [1]~[3].
Steel and concrete composite beams strengthened with FRP can further make full use of the material properties, reduce the section size, increase the usable floor area of the structure , are able to meet the needs of modern structure which is large-span, heavy-duty and high-rise.At present, the application and research about FRP focused on reinforced concrete structure strengthened with FRP in civil engineering, to be less for steel and concrete composite structure strengthened with FRP.Therefore, according to the destruction forms of steel and concrete composite beams strengthened with FRP, the formula for calculating the shear capacity of the beam is given.

The Vibration Based on Non-Zero Point Force Moment Elasticity Theory Wen-ba HAN1, a*, Shuang-hua HUANG2, b, Jie LIU3, c and Jin-kun SUN4, d 1 School of Civil Engineering and Architecture,Panzhihua University, Panzhihua, China 2 School of Civil Engineering and Architecture,Panzhihua University, Panzhihua, China 3 School of Civil Engineering and Architecture,Panzhihua University, Panzhihua, China 4 School of Civil Engineering and Architecture,Panzhihua University, Panzhihua, China a 1960392501@qq.com, b 770771174@qq.com, cliujiewell@aliyun.com, d66290838@qq.com *Corresponding author Keywords: Point moment, Vibration, Resonance, Resonant frequency.
Engineering vibration theory and testing techniques.Beijing: Higher Education Press,2004

Stability Analysis of a 3D Vertical Slope with Transverse Earthquake Load and Surcharge T.K.Nian1, a, K.L.Zhang2,b, R.Q.Huang3,c and G.Q.Chen4,d *1,2School of Civil and Hydraulic Engineering and the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 3State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection, Chengdu University of Technology, Chengdu 610059, China; 4Department of Civil and Structural Engineering, Kyushu University, Fukuoka 812-8581, Japan; atknian@dlut.edu.cn, bkequan0116@163.com , chrq@cdut.edu.cn, dchen@civil.kyushu-u.ac.jp Keywords: Slope stability, Three-dimensional finite element(FE) method, Strength reduction technique, Earthquake load, Surcharge Abstract.
The stability and failure mode for a 3D vertical slope with transverse earthquake load and surcharge have been an interesting issue, especially in building excavation and wharf engineering.
Introduction The stability and failure mechanism for a 3D vertical slope with transverse earthquake load and surcharge have been an interesting issue, especially in building excavation and wharf engineering.
Journal of Geotechnial engineering, Vol. 122 (1996), p. 577-596