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Considering this, in this paper we aim to adapt within the car a system of air conditioning which is used in the classical way, especially in the civil engineering industry.
As you know, the LABVIEW (Laboratory Virtual Instrumentation Engineering Workbench) software is a platform and a development facility built by National Instruments.
ISBN: 978-0-7506-6955-9, 2006 [3] Mike Stubblefield, John Harold Haynes, Haynes automotive heating and air conditioning systems manual, Haynes Publications, ISBN 1850104808 ,1989 [4] Huajun Zhang, Lan Dai, Guoquan Xu, Yong Li, Wei Chen, Wen-Quan Tao, Studies of air-flow and temperature fields inside a passenger compartment for improving thermal comfort and saving energy, Applied Thermal Engineering 29 pp 2022–2027, Elsevier Ltd.,2009
[5] Dragan Ružić, Improvement of Thermal Comfort in a Passenger Car by Localized Air Distribution, Acta Technica Corviniensis – Bulletin of Engineering, Tome IV, ISSN 2067-3809, 2011 [6] http://www.slideshare.net/taufiqatan1/automotive-air-conditioning-training-manual

Nonlinear Finite Element Analysis of Super-Long Pile and Soil Interaction in Soft Soil Shangping Chen1,a, Wenjuan Yao1,b and Shengqing Zhu2,c 1Department of Civil Engineering, Shanghai University, Shanghai 200072, China 2Division of Aerospace Engineering, Nanyang Technological University, Singapore 639798 ashangping_chen@shu.edu.cn, bwjyao@shu.edu.cn, czsq-w@163.com Keywords: Super-Long Pile; Nonlinear Constitutive Model; Degradation; Asynchronous Action Abstract.
The theoretical research on super-long piles is far behind of the engineering practice.
Huang: Chinese Journal of Geotechnical Engineering, Vol.25 (2003), p. 76 [5] Z.M.
Xia: China Civil Engineering Journal, Vol.37 (2004), p. 64 [6] F.
Dai: Chinese Journal of Geotechnical Engineering, Vol.28 (2006), p. 464

Liquefaction Analysis of Large Diameter Long Pile Foundation in Medium Dense Sand under Earthquake Based on Finite Difference Method Minmin JIANG1, a, Zhaoran XIAO1,b and Shangyu HAN2,c 1School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou China 2College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang China ajiangmmhaut@126.com, bcexzr@163.com, chanshangyu1979@126.com Keywords: large diameter long pile, liquefaction, earthquake, finite difference method Abstract.
Port and Waterway Engineering, 2007, (12): 20–25.
Axial Pile Capacity of Large Diameter Cylinder Piles [C] Research to Practice in Geotechnical Engineering Congress, 2008: 366–383
Hydro-Science and Engineering, 2012, (4): 8–14.
Hydro-Science and Engineering, 1996(2): 143–150.

Batter pile static load test and analysis Lilan Zhang 1, a, Yaodong Wu 2,b 1 The City College Of Jilin Architectural And Civil Engineering Institute, Changchun, Jilin, 130111, China 2 Exploratory Survey Company of Jilin Architectural and Civil Engineering Institute, Changchun, Jilin, 130012, China a 245682802@qq.com b wuyaodong@sohu.com Keywords: batter pile, the static load test, horizontal resistance.
This paper through the test results and theoretical calculation of the batter pile static load, analysis of the actual stress state of cables, and according to the test results to determine the level of the foundation soil resistance coefficient ratio and allow level a transplant. 1.Engineering survey and engineering geological conditions 1.1.
Engineering geological survey Test pile length 10.0m, pile diameter of 2.0m, expand the head diameter of 2.8m, pile end into the first 5 gravel layer sand layer 1.0m.
Engineering geological survey is shown in the engineering geological information list.
Table 1 Engineering geological information list Strata Numbers Geotechnical name seam thickness depth Description of the characteristics Pile resistance value (kPa) Pull out the characteristic value of resistance (kPa) (1) plain fill 1.0 1.0 black brown (2) silty clay 4.5 5.5 Tan and plastic state, compressibility in 26 (3) clay 3.5 9 Tan and plastic partial hard-hard plastic state, compressibility in 35 (4) clay 2.3 11.3 Tan and hard plastic-hard state, in low-compressibility 42 500 (5) grit 2.5 13.8 Tyrosinance, close-grained state, saturated 70 600 2.

Numerical Simulation on Fracture Formation on Surfaces of Bi-layered Columnar Materials Tianhui Maa, Chun’an Tang, Lianchong Li, Zhengzhao Liang and Yongbin Zhang School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China aTianhuiMa@dlut.edu.cn Keywords: Numerical simulation; RFPA; fracture pattern; fracture saturation Abstract.
Introduction Fracture in layered materials has been intensely investigated in the past decades.Therefor it is important to civil enginneers, mechanical engineers and geoscientists [1].
Xu: Key Engineering Materials Vols.297-300(2005), p. 1196
Kou: Engineering Fracture Mechanics Vol. 61(1998), p.311
Zhang: Solid Mechanics for Engineers, Palgrave, 2001

Study on the strength properties and failure mode of recycled sludge lightweight soil Wang Guocai1, a, Sha Ling2,b and Jin Feili3,c 1Department of Civil Engineering, Zhejiang University of Technology, Hangzhou 310032, China 2Department of Civil Engineering, Zhejiang College of Construction, Hangzhou 311231, China 3 Construction office of China Zheshang Bank Co.
Introduction Lightweight soil generally refers to the engineering materials with density less than that of natural soil.
Flash-setting lightweight material-a first step to floating island construction [J], Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1996, 8(3): 138-146 [3] Reuter, G. and Rutz, J.
Experimental study on the engineering properties of lightweight soil using recycled sludge[D].
Chinese Journal of Geotechnical Engineering, 2006, 28(4): 533-536(in Chinese)

Majid 3,e and R.Zahari3,f 1Department of Mechanical and manufacturing Engineering, Universiti Putra Malaysia, 43400, Selangor, Malaysia 2Department of Mechanical Engineering, University of Malayer, Iran 3Department of Aerospace Engineering, Universiti Putra Malaysia, 43400, Selangor, Malaysia 4Department of Civil Engineering, Aalborg University, 9000 Aalborg, DK aailshahrjerdi2000@yahoo.com, bfaizal@eng.upm.edu.my, csapuan@eng.upm.edu.my, dmeb@civil.aau.dk Keywords: Hydroxyapatite-Titanium, FGM, Sintering, Pressure-less method Abstract.
Materials Science and Engineering: A 271 (1999) 95-100
Materials Science and Engineering A 316 (2001) 205-210
Composites Part B: Engineering 28 (1997) 5-11
Materials Science and Engineering A 348 (2003) 244-250

Multi-Domain Analysis by FEM-BEM Coupling and BEM-DD Part I: Formulation and Implementation Wael Elleithy Department of Civil Engineering, University of Nottingham Malaysia Campus Selangor 43500, Malaysia wael.elleithy@nottingham.edu.my Keywords: FEM; BEM; coupling; domain decomposition; interface relaxation.
Kita, Parallel Computing for the Combination Method of BEM and FEM, Engineering Analysis with Boundary Elements, 18 (1996), pp. 221-229
El-Gebeily, Iterative Coupling of BE and FE Methods in Elastostatics, Engineering Analysis with Boundary Elements, 25 (2001), pp. 685-695
Tanaka, Interface Relaxation Algorithms for BEM-BEM Coupling and FEM-BEM Coupling, Computer Methods in Applied Mechanics and Engineering, 192 (2003), pp. 2977-2992
Jahanandish, Necessity of Coupling Finite Element and Boundary Element Methods in Modeling Infinite Soil Mass, Eighth International Congress on Civil Engineering, Shiraz, (2009)

The terms, icons, and concepts known well by technical personnel, scientists, and engineers are used as far as possible, so LabVIEW is a tool oriented for end users.
It can enhance the ability to build a science and engineering system, and also provides users with the ways for implementing instrument programming and data acquisition.
Earthquake Engineering and Engineering Vibration, 2011, 31 (1): 6~10
Civil Engineering Department, University of Southern California
ICVRAM 2011 and ISUMA 2011, Hyattsville, MD, United States: American Society of Civil Engineers (ASCE), 2011, 260~267.

Dynamic Analysis of Pile-Soil-Structure Interaction System Under Blasting Load Bo Huang a, Quanchen Gao, Jianguo Wang, Xinzhao Jiang, Xiaoyan Wang, Bin Jiang and Wei Wu School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China ahbo1987@sina.com Keywords: pile-soil-structure interaction, blasting load, dynamic analysis, vibration acceleration, shear stress, pile-soil contact pressure.
Introduction Pile-soil-structure interaction (PSSI) is a matter of soil dynamics, structural dynamics, cross-cutting research of nonlinear vibration theory, earthquake engineering, geotechnical engineering, seismic engineering, computational mechanics and computer technology, and many other disciplines.
Since the mid of 1980s, this issue has been the focus of research in the field of civil engineering and many experts have done a lot of work on this.
Combined with practical engineering, there are ρe =1200kg/m3, D=3600m/s, dc =32mm, db =42mm, a=0.5m, d=3.
References [1] Lin J L, Tsai K C and Eduardo M: Journal of Structural Engineering Vol. 135 (2009), p. 101–112 [2] Shouping Shang, Huawei Lu, Xinping Zou, Shuang Li and Wanruo Chen: Engineering Mechanics Vol. 30 (2013), p. 41–46 (In Chinese) [3] Hongtao Xu, Wenbo Lu and Xiaoheng Zhou: Engineering Journal of Wuhan University Vol. 41 (2008), p. 67–71 (In Chinese) [4] Shuangying Zuo, Ming Xiao, Jianke Xu and Wenbing Shi: Rock and Soil Mechanics Vol. 32 (2011), p. 3171–3176 (In Chinese) [5] Xinping Li, Jian Meng and Pengcheng Xu: Rock and Soil Mechanics Vol. 32 (2011), p. 474–480 (In Chinese) [6] Jianhua Zhang, Shilu Li, Yujie Wang and Guishou Li: Journal of Wuhan University of Science & Technology (Natural Science Edition) Vol. 24 (2001), p. 174–177 (In Chinese)