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Experimental Study on Unconfined Compressive Strength of Natural Rubber Modified Soil Cement Anuchit Uchaipichat1,a* 1Department of Civil Engineering, Vongchavalitkul University, Muang District, Nakhon Ratchasima, 30000, Thailand aanuchit_uch@vu.ac.th Keywords: Soil cement, Natural rubber, Unconfined compression tests, Soil strength Abstract.
Brown, Use of Jet Grouting to Increase Lateral Pile Group Resistance in Sofy Clay, The 14 th World Conference on Earthquake Engineering, Beijing, China, (2008)
Lee, Assessment of Geotechnical Characteristics on Cement-Admixed Composite, Proceedings of the Twenty-third International Offshore and Polar Engineering Anchorage, Alaska, USA, (2013), pp. 663-668

Experimental Study of Effect Factors on Performance of Heat Dissipation of HP Heat Exchanger for LED Cooling System GOU Yu-Jun1, 2, a LIU Zhong-liang1, b WANG Chun-min2，c ZHONG Xiao-hui3, d 1 The Education Ministry Key Laboratory of Enhanced Heat Transfer and Energy Conservation, College of Environmental and Energy Engineering, Beijing University of Technology, Beijing, China; 2 Department of Civil Engineering, Tangshan College, Tang Shan City, China 3 College of Metallurgy and Energy, Hebei United University, Tangshan, Hebei, 063009, China ahbtsgyj2008@163.com(corresponding author), bliuzhl@bjut.edu.cn , cwangchunmin@163.com， dzhong_xiaohui@163.com Key words: heat pipe, high power LED, heat pipes number; fins material Abstract: A new cooling concept for high power LED street lamp by combining the heat release of high power LED with two-phase heat transfer heat pipes was proposed, and in this paper we study the effect of heat pipe numbers, fins structure and ambient temperature
Journal of Engineering Thermophysics.

Mechanical Behavior Study on Connections of Multibarrel Tube-confined Concrete column with steel beam Li Ying, Xu1, a 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, Sichuan, China alying_xu@126.com Keywords: multibarrel tube-confined concrete column; FE analysis; seismic behavior; hysteretic curve Abstract: In order to meet the necessity of the code for seismic design of buildings: Principle for strong connections and feebleness member.
Mechanical behavior study on connections of multibarrel tube-confined concrete column- steel I-beam by finite element analysis method,probe into connection ductility, energy dissipation capacity,resisted loading capacity,crack development and so on,All this research can provide reasons for engineering. 1.
Haunched section value is small,at the end of which the stress is suddenly changed,the stress surpass steel ultimate tensile stress,the stress increment will obviously lag behind deformation,the plastic hinge will appear and move out complex loading nodal area,the beam will occur obvious plastic deformation before node destroying and will not happen nodal brittle fracture.SP-3 has T-shape stiffening plate part,sress less than steel ultimate tensile stress,the stress value is large and distribution uniformity range between 0 and 50 mm, (2) As seen in Fig.3(b), the stress value of nodal area with steel pipe shell is relatively larger especially to SP-3,this position loading is complex because of the function of stiffening plate,during the engineering design give advice that increase the steel pipe depth of this part in case of this part pipe occurs yield destroying,but abruptly changing stress value of SP-1 and SP-2 is not obviously and less than steel yield point

Study of Performance of US-FE-LSPIM QUAD4 Element on Mesh Distortion Cheng Jia 1, a, Huihui Chen 1,b 1 School of Civil Engineering, Yancheng Institute of Technology.
The US-FE-LSPIM QUAD4 element displays good tolerance to the mesh distortions Introduction Over the last few decades, the application of finite elements is very popular in computations of science and engineering fields.
Chen: The 2nd International Conference on Engineering Computation (Beijin,China, Septemver 18-19, 2010).

The Affection of Ke of Coal Seam on Strata Behavior Wenjie Wang1, a, Hongwei Wang 1,b, Zhaohua Wang 1,c, Duo Xu 1,d 1School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China awangwenjie21@163.com, bhongwwang@163.com, c403897316@qq.com, dmyplace8810@126.com Keywords: impact energy index (Ke), numerical simulation, strata behavior Abstract.
Chinese Journal of Rock Mechanics and Engineering. 2003(11): 1844-1851.
Application of the impact orientation theory in engineering practice.

The Focus on Coordination in the Project Management Baoxia Cui Architectural and Civil Engineering Institute, Inner Mongolia Scientific and Technical University, Baotou Inner Mongolia 014010, china cuibaoxiapt@yahoo.com.cn, Keyword: Project Management, Coordination, contract, External, Interna Abstract: Coordination is not to be paid enough attention in project management at the present.
Take the example of Jinan Urban Construction Group, as the Headquarter Company, Marketing Department, Engineering Department and Project Department bear different managing responsibilities for the project management, the internal coordination work is carried out in different layers.
[2] China Association of Engineering.

Autocad has extensive adaptability, it can be run on various operating system for microcomputer and workstation and wildly used in civil construction, decoration, electronic circuits, mechanical design, costume design, aerospace, light industry, chemical and many other fields.
A building decoration design engineering is successfully completed which needs collaboration among customers, designers, draftsmen and constructioner.
References [1] Q.Z.Yang,XingJian Xu, Building and Environment Vol. 39 (2004), p. 689-698 [2] Linrong Li, Theoretical study on construction of city Vol. 6 (2012), p.76-79 [3] Xiaopeng Wu,The application of CAD in environment engineering---the analysis of virtual technology in practical utility(2003) .
[4] Hongtao Yang, Journal of rail way engineering society Vol. 3 (2004), p. 89-92

Frequency of the Analysis Response of Reinforced Concrete Structure Subjected to Road and Rail Transport Effects Ivo Demjan1,a and Michal Tomko2,b* 1*,2 Institute of Structural Engineering, Faculty of Civil Engineering, Technical university of Košice, Vysokoškolská 4, 042 00 Košice, Slovakia aivo.demjan@tuke.sk, bmichal.tomko@tuke.sk Keywords: experiment, spectral analysis, modelling Abstract.
Acknowledgements The research has been carried out within the project NFP 26220220051 Development of progressive technologies for utilization of selected waste materials in road construction engineering, supported by the European Union Structural Funds.

Architectural Aesthetics and Mechanical Behavior of Hagia Sophia Xiao Zhang1, a, Jianhao He1, Xinghua Liang2, Shiqing Huang2, b 1 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China 2 MOE Key Lab of Disaster Forecast and Control in Engineering, Jinan University, Guangzhou 510632, China azhangxiao77@163.com, bthuangsq@jnu.edu.cn Keywords: Hagia Sophia; Pendentive; Mechanical properties; Architectural aesthetics.
Soil Dynamics and Earthquake Engineering, 1995, 14: 125-133

Energy Dissipation Analysis of Composite Frame Structure with Supplemental Viscous Dampers Shaowei Duan1,a, Wei Huang1,b*, Xian Tan1,c 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, 410004 China aduanshaowei8@sohu.com, b799801620@qq.com, c361963179@qq.com Keywords: Viscous Dampers,Concrete Filled Steel Tubular Composite Frame Structures, Elastic-plastic Time History Analysis, SAP2000 Abstract.
[3] Kim Y J，Kim M H，Jung I Y，et al．Experimental investigation of the cyclic behavior of nodes in diagrid structures[J].Engineering Structures，2011，33 ( 7 ) :2134-2144
Engineering Structures，2011，33 ( 5 ) :1781-1795