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Effect of Condenser Temperature and Speed on One A/C System PAN Chengjun1, a, TANG Yid1, b College of Architecture and Civil Engineering Southwest University of Science and Technology, 621010 Mianyang, China aPanchengjunj@126.com,btyddyx@126.com Keywords: Two-phase flow; A/C System; Performance Abstract: This study describes the results on the performance of one vehicle air conditioning system.
Kargilis, Design and development of automotive air conditioning systems, ALKAR Engineering Company, 2003
Brown, An experimental analysis of cycling in an automotive air conditioning system, Applied Thermal Engineering 20 (2000) 1039–1058
Euakit, Performance analyses of an automotive air conditioning system with R22/R124/R152A refrigerant, Applied Thermal Engineering 17 (11) (1997) 1085–1097
Cotton, multi-channel R134a two-phase flow measurement technique for automobile air conditioning system, 4th ASME/FED & JSME Fluids Engineering Division Summer Meeting, Honolulu, Hawii, USA, July 6–10, 2003

Graduate School of Engineering, Dept. of Production Science and Technology, Gunma University, 29-1, Hon-cho, Ohta, Gunma, 373-0057, Japan 2.
Graduate School of Engineering, Osaka Institute of Technology, Dept. of Mechanical Engineering, 5-16-1 Omiya Asahi-ku Osaka, 535-8585, Japan 3.
The University of Manchester, School of Mechanical, Aerospace and Civil Engineering, PO BOX 88 Sacville Street, Manchester, M60 1QD, UK 4.
Nippon Institute of Technology, Dept. of Mechanical Engineering, 4-1 Gakuen-dai, Miyashiro-machi, Minami-Saitama-gun, Saitama-ken, 345-850, Japan a watari@ gunma-u.ac.jp, bhaga@med.oit.ac.jp, ckeith.davey@manchester.ac.uk, dkoga@nit.ac.jp Keywords: Magnesium alloys, Twin-roll casting, Rapid solidification, Mechanical Properties Abstract.

In the simulation of concrete foundation under pressure, the spring stiffness coefficient k can be determined by elastic foundation theory and engineering practice. is the spring damping factor, and it can be determined by engineering practice.
Theories and Application of Dynamic Detection in Engineering Structure.
Journal of Disaster Prevention and Mitigation Engineering, Vol. 28 (2008), p. 31 [5] Xu D H.  
China Civil Engineering Journal, Vol. 40 (2007), p. 14

Influence Analysis of Ground Asymmetric Filling Load on Spandrel with Different Bases of Existing Open Trench Tunnels Cao Jing1,a, Pu Qiong-xiang1,b, Liu Hai-ming1,c, Zeng Shi-sheng1,2,d 1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, 650500, China 2Kunming Metro Construction Management Co., LTD, Kunming, 650011, China acjlb117@sina.com；bpqx503@126.com；c273527699@qq.com；dzengshisheng@kmgdgs.com Keywords: Existing open trench tunnel; Ground asymmetric filling load; Soil arching effect; Spandrel with different bases; Equivalent internal frictionangle Abstract.Based on the theory of equivalent internal friction angle, the soil layers around the tunnel were equal to cohesionless homogeneous mass in this paper.
The phenomenon of the soil arching effect, occurred in the underground engineering, had long been recognized by researchers.
Definition and analysis of arching action in underground rock engineering[J].
Journal of underground space and engineering, 2012, 8(5): 910-915
Geotechnical Engineering World, 2009, 12(12): 16-17

Performance Study on Alumina Red Mud-Cement Stabilized Macadam Base Min Qin1, a, Naixing Liang2, b, Zhaofeng Lu3, c 1School of Management, Chongqing Jiaotong University, Chongqing, 400074, China. 2School of Civil Engineering & Architecture, Chongqing Jiaotong Univ., Chongqing, 400074, China. 3School of Mechatronics and Automotive Engineering, Chongqing Jiaotong Univ., Chongqing, 400074, China.
Unconfined Compressive Strength According to ‘Highway Engineering inorganic cement stabilized material testing procedures’ (JTJ057-94),the 7d and 28d unconfined compressive strength test results of different ratio red mud-cement mixture sample are obtained, which are shown in Fig.1.
Engineering application of red mud as road base materials [J].
China Municipal Engineering, 5:7-9(2006).

Slurry Shield Tunnelling in Clayey Soils: Typical Problems and Countermeasures Zhongmiao Zhang 1, a, Cungang Lin 1,b and Shiming Wu2,c 1Institute of Geotechnical Engineering，Key Laboratory of Soft Soils and Geoenvironmental Engineering，Ministry of Education，Zhejiang University，Hangzhou，Zhejiang 310058，China 2Hangzhou Qing-chun Road Cross-river Tunnel Company Limited, Hangzhou Qianjiang Distinguished Expert, Hangzhou 310002, China azjuzzm@163.com, bcunganglin@163.com, cwushiming@insigma.com.cn Keywords: Slurry Shield Tunnelling; Clayey Soils; Problems; Countermeasures; Adhesion; Consolidation.
Soil mechanics in engineering practice[M].John Wiley & Sons, Inc.
Earth Pressure Balance (EPB) Tunneling Inducing Settlements in the Tren Urbano Project, Rio Piedras, Puerto Rico [D].For the Degree of Master of Engineering in Civil and Environmental Engineeing at the Massachusetts Institute of Technology, June, 2007:1-24
Procedings of the 14th Conference of Soil Mechanics and Foundation Engineering, Hamburg 4,2353-2385.

SIN 1 1 Geotechnical & Structural Engineering Research Center, Shandong University, Ji'nan, China 2 Department of Civil & Structural Engineering, Hong Kong Polytechnic University, Hong Kong a guoysh@126.com, bzhuw@sdu.edu.cn, clishucai@sdu.edu.cn, dcerwong@polyu.edu.hk Keywords: Surface closed flaw; Wrapping crack; Growth; Fracture mechanism.
Germanovich: Engineering Fracture Mechanics, Vol.63 (1999), p. 61-110 [3] Teng Chunkai, Yin Xiangchu and Li Shiyu: ACTA Geophysica Sinica, Vol. 30(4), (1987), p.371-378 [4] Yin Xiangchu, Li Shiyu and Li Hong: ACTA Geophysica Sinica, Vol. 31(3), (1988), p.307-314 [5] R.H.C.
Huang: Chinese Journal of Rock Mechanics and Engineering Vol. 22 (Supp.1) (2003), p. 2145-2148 [6] R.H.C.
Li: 6th European Conference of Fracture Failure Analysis of Nano and Engineering Materials and Structrures, Greece, July, (2006), Paper N. 264

The Pile Bearing Capacity Analysis Based on ANSYS and Reliability Analysis Qingzhi Yan 1,a, Zhan Zhang 1,b Taiqiang Liu 2,c , Yanhua Wang 1,d 1 College of Pipeline and Civil Engineering China University of Petroleum (East China) Qingdao Shandong,266555,P.R.China 2Offshore Engineering Heavy Industries Co., LTD Yantai Shandong, 265607, P.R.China ayanqzhi@163.com, blzhangzhan@upc.edu.cn, cliutaiq@163.com, dwhywangyh@sina.com Key Words: Finite Element; Contact; Bearing Capacity; Reliability Abstract: Based on finite element theory and finite element software ANSYS,this thesis establish three-dimensional pile-soil contact model pile to simulate the pile-soil interaction,analysis the bearing capacity particularity,Analysis of different factors on the pile P-S curves. using ANSYS optimization module Monte Carlo sampling method calculate pile capacity reliability, Simplify the cumbersome process of reliability analysis.
Engineering Review,1999 [3] Gao Dazhao.
Geotechnical engineering reliability [J].
Journal of Geotechnical Engineering,1983 [4] Liu Tao, Yang Fengpeng, proficient in ANSYS, Beijing: Tsinghua University Press,2002

Experimental Study on Influence on Structural Mechanical Behavior Caused by Steel Bar Corrosion of Hollow Slab Hinge Joints Liying Peng 1,a, Jun Wei 2,b , Xia Ban 2,c 1 School of Construction Engineering, Hunan Institute of Engineering, Xiangtan, 411104, China 2 School of Civil Engineering and Architecture, Central South University, Changsha, 410075, China axpxx123@sina.com, bjuneweii@163.com, c564986887@qq. com Keywords: Hinge Joint; Steel Bar; Corrosion; Calculation Model; Joint Function Abstract.
Because the hinge joint is cast-in-situ reinforced concrete structure, its engineering quality is worse than prefabricated parts and it is the damageable part of bridge structure.
Bridge Engineering [M].Beijing:Science Press,2005.

Finite Element Analysis On Concrete-filled Square Steel Tube Short Columns with Inner CFRP Profiles under Axial Compression Guochang Li1, a, Bing Zhou1,b , Jianghua Pan2,c 1 School of Civil Engineering, Shenyang Jianzhu University.
Shenyang, in China. 110168 2Shenyang Design & Research Institute of China Coal Technology & Engineering Group Corp aliguochang0604@sina.com, b604485084@qq.com, cpjh009@sina.com Keywords: Concrete-filled square steel tube columns with inner CFRP profiles. short columns.
Engineering constants of layers in CFRP I-section Layer Vf E1 [GPa] E2 [GPa] ν12 G12 [GPa] Xt [MPa] Xc [MPa] Yt [MPa] Yc [MPa] S [MPa] CSM 0.34 90 80 0.3 4140 700 600 40 120 70 Roving 0.56 120 8.5 0.32 4540 1200 850 50 150 85 Note: Vf is the fiber volume fraction, E1 and E2 are elastic modulusof the fiber direction and vertical direction; G12is shaar modulus, ν12 is posssson’ratio; Xt ,Xc and Yt ,Yc are the longitudinal and transverse strengths in tension/compression, S is shear strength.
Composites Part B:Engineering 34, 2003;235–250
Journal of Structural Engineering, 2003, 129(10): 1 322-1 329.