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Research on Earthwork Calculating Methods Based on 3D Laser Scanning Technology Baoxing Zhou1, a, Jianping Yue 2,b and Jin Li 1,c 1Department of Civil Engineering,Shandong Jiaotong University,Jinan,Shandong,250023,China. 2School of Earth Sciences and Engineering,Hohai University,Nanjing,Jiangsu,210098,China.
In engineering applications, such as water conservancy and hydropower, land consolidation, route selection etc., earthwork is an important work and is a key factor that affects the project cost [1,2].
(In Chinese) [3] Ma Yanlong,LIU yong,WANG Yizeng,LIANG Xiaoguang: Engineering Journal of Wuhan University.Vol.43.Sup,Aug,(2011), p.379-382.

Study of Structural Morphological Design during the Stage of Architecture Composition XU Wei-qi1,a, Guo Qiu-run2,b, Tong Hai-jin1 1School of Civil Engineering and Architecture，Wuhan Polytechnic University，Wuhan, Hubei, 430023, China 2Architectural Desing LTD, Wuhan, Hubei, 430023, China axuweiqi@whpu.edu.cn, b362913281@qq.com Keywords: architecture design, structural morphological design, mechanics laws, expressive technique Abstract.
Which power transmission route loads will choose in structure system is a most important part in struc-ture design.Under the effect of outer load,the more direct the route is,the shorter,the greater the efficienc-y of the structure will be fewer materials will be cost.In the actual structural engineering,force always d-etours in the transmit of structural morphology,but a good structural design should organize the distributi-on of structural elements according the shortest power transmission route,the more loads the upper struct-ure is exposed to,the more power transmission line should be adjusted depending on the circumstance.Figure.1 is the analysis of the comparison of power transmission route
The globality of structure can be reflected in many living examples in life,as is known to us all,huma-n body is joined by skeletons,the sections where the fracture happens is the joints between skeletons in usual,however,single bone rarely factures.Spanish structural engineer Torroja,E,gave an example to explain structural globality is to structural stability.
[4] Bill Addis.creaticity and innovation:structural engineer’s contribution to the design.Beijing:china buil-ding industry press,2008.

Research on the Application of Environmental Monitoring and Data Transmission System Min He 1, a, Juanjuan Jin 1, band Peng Liu 2, c 1 Faculty of Environmental Science and Engineering, Kunmin University of Science and Technology, Yunnan,650106, China ayaya6731202@aliyun.com, bjjj@163.com, cjpl@163.com Keywords: Environmental monitoring, Data transmission, ARM S3C2410, XML HTTP; Computer control Abstract.
The research has certain reference significance to the design of data acquisition and transmission system for environmental engineering.
References [1] Mitkas, P.A., Symeonidis, A.L., K.D. and Athanasiadis, I.N., A framework for constructing multi-agent applications and training intelligent agents, in Proceedings of the Fourth International Workshop on Agent-oriented Software Engineering (AOSE-2003).
[6] Kalapanidas, E. and Avouris, N., Air quality management using a multi-agent system, International Journal of Computer Aided Civil and Infrastructure Engineering, 2002, Vol. 17, No. 2, pp. 119-130.

Nonlinear Analysis of Concrete-Filled Steel Tubular Columns Under Blast Loading Xueye Cao1, a, Yan Li 1, b , Junhai Zhao1, c 1School of Civil Engineering, Chang’an University Xiaozhai Campus, No.161 Chang’an Road, Yanta District, Xi’an 710061, China acaoxueye@126.com, bliyanlwbdlp@126.com, czhaojh@chd.edu.cn Keywords: blast; concrete-filled steel tubular column; unified strength theory; plastic ultimate moment; equivalent single degree of freedom model; step by step integration method.
References [1] X.L Bao, B Li: International Journal of Impact Engineering, Vol. 37 (2010) No. 3, p.295-308
Cai: Modern concrete filled steel tubular structure (Communications Press, China 2003) [7] H.H Yu., S.H Zhou: Pharmaceutical﹠Engineering Design, Vol. 34 (2010) No. 3, p.43-47
Meng: Journal of Engineering Mechanics, Vol. 128 (2002) No. 1, p.87-92

Seismic Response Analysis of a Large Span Bridge with Inconsistent Inputs Wang Liang1,a, Tao Xiaxin1,2,b, Liu Haiming3,c, Gao Wenjun3,d 1 School of Civil Engineering, Harbin Institute of Technology, China. 2 Institute of Engineering Mechanics, China Earthquake Administration. 3 State Key Laboratory of Bridge Engineering Structural Dynamics, China Merchants Chongqing Communications Research & Design Institute Co., Ltd awangliang@126.com, btaoxiaxin@yahoo.com.cn, chaiming716@163.com dgaowenjun@cmhk.com Keywords: large span bridge, seismic response analysis, inconsistent input Abstract.
Neuenhofer: EESD, Vol. 21 (1992), p. 713 [3] Wang Junjie, Wang Qianxin: Vibration Engineering (in Chinese), Vol. 8(1995), p.119 [4] C.

Friction factors of oilfield water injection network——research on solving approach Song WANG 1, a, Dong Ma 2,b Zhong-chen Yu2,3, and Xue-jiao Zhang 2 1School of Earth Sciences, Northeast Petroleum University, Daqing 163318, China 2School of Civil Architecture Engineering, Northeast Petroleum University, Daqing 163318, China 3 Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Daqing163318, China ayuzi7777@163.com, bmadong890119@sina.com Keywords: friction factor; oilfield water injection; network; sensitivity; orthogonal experimental analysis Abstract.
[4] F.Guhl, B.Bremond and D.Gilbert: Applications in Water Supply. 1993, p. 306~315 [5] Cross, H: Engineering Experiment Station.
[7] M.Greco, G.D.Giudice: Hydroaulic Engineering Vol. 125-8 (1999), p. 190-200

3D-FEM Stability Analysis of Fault Fractured Zone of Road Tunnel Jinxing LAI 1,3,a, Chi LIU 1, Fei ZHOU 1,2,b 1School of Highway, Chang’an University,Xi’an,710064,P.R.China 2School of Science, Xi’an University of Architecture and Technology,Xi’an,710055,P.R.China 3School of Civil Engineering, Xi’an University of Architecture and Technology,Xi’an,710055,P.R.China alaijinxing8059@163.com b87596240@163.com Keywords: Tunnel; Fault fractured zone; 3D-FEM; Failure approach index Abstract: In order to analyze the stability of the tunnel construction of the fault fracture zone, by adopting the three-dimensional finite element, the paper analyzed the construction process of the Qingshashan Tunnel passing through the F5 fault fracture zone, and the rules and characteristics of deformation, stress distribution and its rules of changes, and the distribution range of the failure zone of the surrounding rock in the construction process, which would have important significance in guiding tunnel
References [1]Zhang Xingwen,QiaoChunsheng3D-FEM Simulation of Qinling Tunnel through Fq7 Fault Fractured Zone[J],Journal of Railway Engineering Society,1997,2,124-127 [2]J.She,C.He, 3D Elasto-plastic Numerical Simulation of Entire Construction Process for Highway Tunnel[J], Journal of Southwest Jiaotong University,2005,20,3:298-302 [3]P.Kumar, Infinite Elements for Numerical Analysis of Underground Excavations[J].Tunnelling and Underground Technology,2000,15(1):117-124 [4]K.J.Shou, A Three-Dimensional Hybrid Boundary Element Method for Non-Linear Analysis of a Weak Plane Near an Underground Excavation[J].
Tunnelling and Und erground Space Technology,2000,15(2):215-226 [5]WU Bo,GAO Bo, LUO Jian-jun, Numerical Simulation of Reinforcing Effect of Horizontal Drilling Jet-Grouting Pegson Shenzhen Metro Tunnel between Stations, Journal of Southwest Jiaotong University,2004,39,5:605-608 [6]Zhang Luxin, Zhou Depei, Cause of creep landslide formation an mechanism of deformation of tunnel[J], Chinese Journal of Rock Mechanics and Engineering,1999,18(2):217-221
[7]TAO Zhiping, ZHOU Depei, Model Test on Deformation mechanism of Tunnel at Landslide Site[J], Journal of Engineering Geolog,2003,11(3):323-327 [8] JTG D70-2004,Code for design of road tunnel, Beijing:China Communications Press,2004.

Sensored Elastomeric Bridge Bearing and Its Application Yizhou Zhuang1, a, Gongkang Fu2, b, Pang-jo Chun2, c, Jihang Feng3, d 1College of civil engineering, Fuzhou University, Fuzhou, Fujian 350108, PR China 2Center For Advanced Bridge Engineering, Wayne State University, Detroit, MI 48202, USA 3WSP Cantor Seinuk, New York, NY 10017, USA ayizhouzhuang@gmail.com, bgfu@eng.wayne.edu, cu.tokyo@gmail.com, djihang.feng@wspcs.com Keywords: Sensored Elastomeric Bearing; Bridge; Structural Monitoring; FEA.
Ye: International Journal of Earthquake Engineering and Structural Dynamics Volume 36, Issue 8, pp.1089-1107, 2007 [7] S.
Fu: ASCE J. of Structural Engineering Vol.123, No.2, p.237, 1997 [8] G.

Simulation of the Wind Field of Gantry Cranes Based on FLUENT Jingbo Hu1,a, Da Chen2,b, Shuqing Ding1,a,Guangwei Qing 1,a, Hui Jin2,c 1Nanjing Special Equipment Inspection Institute, Nanjing, 210002, P.R.China 2School of Civil Engineering, Southeast University, Nanjing, 210096, P.R.China ahubertert@163.com, bchenda.seu@live.com, cjinhui_seu@163.com Keywords: Gantry crane, wind field, computational fluid dynamics ( CFD ), Fluent.
It can be used not only for engineering design, but also for scientific research.
This model aims for fully developed turbulence which is most widely used in engineering calculations.
Wang: Computational Fluid Dynamics (CFD) and Engineering Application.

Project Portfolio Selection Process for Major Construction Enterprise Shiwang Yu1, a, Na Guo2,b 1Dept. of Civil Engineering, Sanjiang University, Nanjing, China 2College of Economic and Management, Nanjing Institute of Industry Technology, Nanjing, China asherwood.s.w.yu@gmail.com,bjhccherry125@163.com Keywords:construction Enterprise; project portfolio management; selection process; success Abstract.There are many different kinds of projects in major construction enterprises, thus, how to perform the right projects rightly is a realistic issue for the top leader of these enterprises.
In Industrial Engineering and Engineering Management, 2009.
In Proceedings of the International Conference on Information Engineering and Applications (IEA) 2012 (pp. 815-822).