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Multiple Cross-laminated Container Floor Temperature Field Based On ANSYS Kaozhong ZHAO 1,2,a，Jianjiang LIU 1,b 1College of Civil Engineering, Shandong Jianzhu University , Jinan 250101, China 2Shandong Provincial Key Laboratory of Appraisal and Retrofitting in Building Structures, Jinan 250101, China azkz@sdjzu.edu.cn, bljjliu.jian@163.com Keywords: composite beam floor cages, fire resistance, fire, finite element analysis, temperature field analysis Abstract: Concrete composite beam floor cage floor as a new form , with a saving of steel and concrete , lighter weight, the advantages of high capacity , and has been more widely used in engineering.

The buildings are constructed on the slope side, to avoid digging massively fill geotechnical Engineering, according to the slope potential's change, the pile foundation makes not the contour form generally, when the subsoil water level rises or the reservoir stores, partial pile bottom is often under the water level, which causes the ground the supporting capacity and the rigidity to change.
Fig.1 Water level change section plane schematic drawing (1) —basal below unit weight of soil — average specific weight of earth weighted above foundation bed —cohesive force normal value. in a time of leg of right triangle width depth earth under foundation bed When the subsoil water rose to H, the internal friction angle of soil decrease from to ´，through the No 5.2.5 of the table ,look-up the supporting capacity coefficients、、.Thus can get for the bearing capacity: (2) Finite Element Contrastive and Analysis Process Engineering Examples.
(in Chinese) [3] Wei Li.ANSYS Civil Engineering Epplication Example.

Research on Application of New Energy-saving Building Materials Ai Fang Liu1, a, Shu Rong Guo2,b 1，2College of Architecture Engineering，Shandong University of Technology，Zibo 255049, China aliuaifang329@163.com, bzbshur@sina.com Keywords: New energy saving building materials; performance; practical engineering application Abstract.
With the development of science and technology, there are many types of new energy saving building materials which play a vital role in each stage of construction engineering.
However, an ultralight foamed concrete of 160 kg/m3 in density has been put into use universally in construction engineering in recent years.
This material is mainly applied to the exterior wall external insulation and the Internal Thermal Insulation Composition Systems (ITICS) of exterior wall for industry and civil use.
Generally, it is widely used in many area and ranges such as the external thermal preservation engineering of exterior wall and internal thermal preservation engineering of exterior wall.

Influence of Prestress Degree to Long-term Response of the Long Span Prestressed Concrete Bridges Xie Jun1, a, Zhou Yi Shu2,b and Zheng Xiao Hua3,c 1Research Institute of Highway Ministry of Transport, Beijing, China 2 Research Institute of Highway Ministry of Transport, Beijing, China 3 Research Institute of Highway Ministry of Transport, Beijing, China aj.xie@rioh.cn, bzhouyishu@126.com, cxh.zheng@rioh.cn Keywords: Bridge engineering, long span beam bridges, prestressed concrete, long-term deflection, prestress degree.
Modeling of the bridge adopts Midas Civil, its finite element model consists of 200 3D beam elements and 209 nodes, where the superstructure is simulated by 160 3D beam elements, and the thin-wall hallow main pier is simulated by 40 3D beam elements as Fig.1.

Experimental Research on Flexural Behavior of Precast Thin-Wall Steel and Spun Concrete Composite Pile Xin-quan WANG1, a *, Shi-min ZHANG1, b, Juan LIAO1, c, Ying-sheng HUANG1,d, and Chun-long WANG2, e 1 Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China 2 College of Harbor Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China awangxq@zucc.edu.cn, bzhangsm@zucc.edu.cn, cliaoj@zucc.edu.cn, dhuangys@zucc.edu.cn and e1269679361@qq.com *Corresponding author Keywords: TSC pile, Ultimate flexural bearing capacity, Deflection, Bending test.
The TSC pile has been successfully applied to industry, electric power, transportation and other areas, commonly used in port engineering pile type of larger diameter, and by the wind, wave and other horizontal load, to put forward higher requirements of flexural performance of pile body.
Chinese Journal of Underground Space and Engineering, 2009, 5: 1696-1703(in Chinese)
Chinese Journal of Geotechnical Engineering, 2009, 31(3): 452-457.
Chinese Journal of Geotechnical Engineering, 2008, 30(9): 1270-1275.

Evaluation of Geometric Defects Produced in Abrasive Water Jet Drilling of Steel S275JR Alejandro Sambruno1,a*, Francisco Javier Puerta1,b, Juan Antonio Barba-Egea1,c and Fermín Bañón2,d 1Mechanical Engineering and Industrial Design, University of Cádiz, Puerto Real, Spain 2Civil, Materials and Manufacturing Engineering, University of Málaga, Málaga, Spain aalejandro.sambruno@uca.es, bfran.puerta@uca.es, cjuanantonio.barege@alum.uca.es, dfermin.banon@uma.es Keywords: AWJM, Drilling, Steel S275JR, Geometrical Defects.
Drilling of metal alloys is an operation that is still performed today in many industrial sectors such as aeronautics, automotive or civil engineering.

Ede1, c, and Colin Booth3, d 1 Department of Civil Engineering, Covenant University, Ota, Nigeria 2Department of Civil Engineering, Tshwane University of Technology, Pretoria, South Africa 3Architecture and the Built Environment, University of the West of England, Bristol, United Kingdom a*rotimi.olofinnade@covenantuniversity.edu.ng, bndambukiJM@tut.ac.za, canthony.ede@covenantuniversity.edu.ng, dcolin.booth@uwe.ac.uk Keywords: Waste glass powder (GP), Cement, Pozzolanic activity, Workability, Compressive strength, Split tensile strength, Sustainability.
Preparation and testing of concrete specimens were carried out at the Structure and Materials laboratory of Civil Engineering Department of Covenant University, Ota, Ogun state.
Journal of environmental chemical engineering. 2 (2014) 1767-1775
The use of sheet glass powder as fine aggregate replacement in concrete, Open Civil Engineering Journal 4 (2010) 65–71 [39] IB.

Numerical Simulation on Deformation Features and Filling Efficiency of Channel Goaf Foundation Zhidong Zhou 1,2,a, Hongbo Zhang*1,2,b, Xiuguang Song1,2,c, Hongya Yue1,2,d 1School of Civil Engineering, Shandong university, Jinan, 250061, P.R. china 2Shandong Engineering & Technology Research Center for Subgrade Safety, Jinan, 250061, P.R. china E-mail: azhouzhidongdzd@163.com, bsd_jxzhb@163.com, csongxiuguang@sdu.edu.cn, dyuehongya@126.com *Corresponding author Keywords: channel goaf; differential settlement, filling, numerical simulation.
Journal Mining & Safety Engineer, 2006, 23(3), 24-29
Chinese Journal of Geotechnical Engineering, 2007, 29(2), 191-197
Journal Mining & Safety Engineer, 2010, 27(2), 233-238
Journal Mining & Safety Engineer, 2008, 25(4), 476-480.

Othman1, b 1School of Mechanical Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Malaysia akhudhayer1970@yahoo.com; bmerahim@eng.usm.my Keywords: Bolted joints, Fiber-reinforced composites, Failure mechanisms Abstract.
Fiber reinforced composite structures are widely used in the aerospace, aircraft, civil and automotive applications due to their high strength-to-weight and stiffness-to-weight ratios and these applications require joining composite either to composite or to metal.
The inclusion of these parameters in the joint design yields a big challenge for the engineers/designers.
Ramazan: Indian J. of Engineering and Materials Sciences, Vol. 17 (2010), pp. 39-48
Pakdil: Indian J. of Engineering and Materials Sciences, Vol. 16, April (2009), pp. 79-85

A modern way of calculation of any technical systems (e.g. large mechanical or civil structures) therefore demands to respect dynamic and stochastic nature of all influencing working factors and related working loads.
Brebbia, Fatigue Damage of Materials: Experiment and Analysis, WIT Transactions on Engineering Sciences, volume 40 (2003), pp. 528-537
Desmorat, Engineering Damage Mechanics: Ductile, Creep, Fatigue and Brittle Failures, Springer Science & Business Media, 2005, 380 p
Zhang, A Modified Fatigue Damage Model for High-Cycle Fatigue Life Prediction, Advances in Materials Science and Engineering, Vol. 2016 (2016), ID 2193684, 7 p
Mózer, The linear and nonlinear stability loss of structures due to thermal load, Procedia Engineering, Vol. 136 (2016), pp. 359-364