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Take the specialty of water supply and drainage engineering in USC for example.
Based on the latest design codes, the two books Building Water & Wastewater Engineering and Fire Engineering, and Modern Water & Wastewater Engineering Design are edited, which analyze many design cases at home and abroad.
In 2008, the “pollution control and recycling technology” lab in USC became the key laboratory of colleges and universities in Hunan Province, “environment and conservation practice teaching center of urban construction” in USC won the title of practice teaching demonstration center of ordinary colleges in Hunan province in 2009; also "civil engineering experiment center" became the basic course laboratory of ordinary colleges in Hunan province in 2009; the subject-municipal engineering became the "eleventh five year" key discipline in 2007, and the municipal engineering teaching team of USC became the provincial teaching team in Hunan Province in 2009, and in 2008 the teaching research department of water supply and wastewater engineering achieved the title of the excellent teaching research department in Hunan province.
International Conference on Optics, Photonics and Energy Engineering ,Vol.2(2010) , pp.446-448 [3] Aimin Wang, Yuxing Yang, Lei Guo.
Characteristic specialty construction of electronics and information engineering and computer education .

Structure Design and Dynamic Study on the Large-displacement Motion Simulator Yuefa Zhou1, a, Lv Zhou1, b, Wenbo Zhou2, c, Guangcai Han1, d, Zhiyong Zhang1, e 1College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, Heilongjiang, 150001, China 2School of Engineering, College of Science and Engineering, the University of Edinburgh, Edinburgh, EH9 3JG, England a zhouyuefa@163.com b xuanlvji@126.com c wenbo.zhou2011@gmail.com dhangc2009@yahoo.com e zzyhunan@hrbeu.edu.cn Keywords: motion simulator, three-axis turntable, kinematics, dynamics, KANE Equation Abstract.
Introduction At present, the motion simulation system has been widely used in the aerospace, combat vehicles, marine and civil recreational facilities.
Key Engineering Material, 419-420(2009), pp. 169-172 [3] Yuefa Zhou，Hongliang Li，Zhiyong Zhang.
Journal of Harbin Engineering University, 2012, 33(4), pp. 454~458 [5] Marconi, Development of the Tetrabot Robotics, Manipulator Research Report.
Society of Naval Architects and Marine Engineers – Transactions 2007, v 114, pp. 128-139

Practice and Reform of Computer-aided Architectural Design Teaching Course with Tarch Architectural Software Weifeng Zhaoa, Guobin Bub, Jing Zhouc Department of Civil Engineering, Xiangtan University, Xiangtan 411105, China aweifengzhjing@126.com, bguobin.bu@163.com, cJingzhchina@163.com Keywords: computer-aided architectural design, Tarch architectural software, practice and reform, teaching course, teaching method Abstract.
At present, TADS is one of the popular drawing software owing to its strong practicability in domestic design institutes, and the operation of TADS is also an important teaching course of professional direction such as Civil Engineering, Architecture and Municipal Engineering.
An engineering example, such as a general office building, should be prepared by teacher according to different teaching goals.
The TADS is software which emphasizes on practical engineering and would be updated rapidly.
Value engineering, Vol.3 (2011), p.216.

Valarelli4,c 1 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 2 Department of Structural Engineering, Engineering School of São Carlos (EESC/USP), São Carlos, 13566-590, Brazil. 3 Faculty of Engineering and Architecture, FUMEC University, Belo Horizonte, 30130-009, Brazil. 4 Department of Civil Engineering, State University of São Paulo “Júlio de Mesquita Filho”, Bauru, 17033-360, Brazil. 1alchristoforo@yahoo.com.br, 2frocco@sc.usp.br, 3,aechahud@gmail.com, 3,bluizmelg@fumec.br, 4,arosane@feb.unesp.br (Corresponding Author), 4,bivaldo@feb.unesp.br Keywords: Storage, Glued laminated wood, Stiffness, Transverse vibration.
Six pieces of Pinus elliottii, nominal dimensions 330×12×2.50 cm, chosen a from a set (Figure 1b) available for this research and properly stored (temperature 25oC and relative humidity 60%) were used on the premises of Wood and Timber Structures Laboratory (LaMEM), Department of Structural Engineering (SET), São Carlos Engineering School (EESC), São Paulo University (USP), Brazil.
Zangiácomo: Alternative employment in the production of structural elements of glued laminated timber tropical species, Dissertation (Masters in Structural Engineering) (2003), p. 103 [3] J.
Anthony: Progress in Structural Engineering and Materials Vol. 6, No. 2 (2004), p. 94 [5] P.G.A.

Extension and Unascertained Measure for Evaluation of Information Systems Security Huawang Shi1, Yong Deng2 1 School of Civil Engineering, Hebei University of Engineering, Handan, 056038, P.R.China 2 School of Electronics and Information Technology, Shanghai Jiao Tong University, Shanghai 200240, China stone21st@163.com Keywords: security evaluation; risk assessment; unascertained method; information systems; extension.
Extension engineering [10][11] is a new subject that takes the exploiting & innovating rules and means as research object.
Intermediate assessment is available by using unascertained measure and extension engineering method to identify expansive soils.
Environment Engineering, 18(4):58-60.
Journal of Civil Engineering Institute of Haerbin 23(4):l-9.

Fire Test on Two-way Simply Supported Concrete Slab Zhinian Yang1, a, Yuli Dong2, b 1 College of Civil and Architectural Engineering, Hebei United University, Tangshan, China 2College of Civil Engineering, Huaqiao University, Quanzhou, China ayangzhinian1983@163.com, bDongYL1965@163.com Keywords: Concrete slab, Simply supported, Fire, Structural behavior, Thermal response.
Moore: The Structural Engineer, Vol. 77 (1999) No.8, p. 15
Martin: The Structural Engineer, Vol. 81 (2003) No.2, p. 27
Moss: Engineering Structures, Vol. 26 (2004) No.8, p. 1081
Toh: Engineering Structures, Vol. 29 (2007) No.10, p. 2775

Research On The Seismic Behavior Of Concrete-Filled Steel Tubular Column And Steel Beam Joint Yingzi Yin 1, a , Yan Zhang 1,b 1Architecture and civil engineering school , Inner Mongolia University Of Science & Technology, Baoyou 014010, China ayinyingzi2005@126.com byanzi0478_404@163.com Keywords: Concrete filled square steel tubes column; steel beam; joint; weakened region; seismic behavior Abstract.
[2] Zhang Daxu and Zhang Sumei, in: Dynamic Behavior of Joints between Concrete-Filled Steel Tubes and Beams, edtied by Journal of Harbin University of Civil Engineering and Architecture, Harbin (2001)
[3] Isao Nishiyama, Toshiaki Fujimoto and Toshiyuki Fukumoto, in: Inelastic force-deformation response of joint shear panels in beam-column moment connections to concrete-filled tubes, edited by Journal of Structural Engineering, Beijing (2004)
[4] Toshiyuki Fukumoto, Koji Morita, in: Elastoplastic behavior of panel zone in steel beam-to-concrete filled steel tube column moment connections, edited by Journal of Structural Engineering, Beijing (2005)
[8] Engineering construction of China Association for Standardization standards: Technical Specification for Structures With Concrete- Filled Rectangular Steel Tube Members, (Beijing 2004).

Security risk evaluation on long span bridge structure based on grey fuzzy theory Zi-Hong Yin 1, a, Bo Yu 2, b, Jing Lin 3, c 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 3 School of Transportation and Logistics, Southwest Jiaotong University, Chengdu 610031, China a71yzh@163.com, b1004846555@qq.com, c327482059 @qq.com Keywords: Grey fuzzy theory Structure of long span bridge Security risk evaluation Abstract.
System Engineering, 1996, 14 (2): 64 67(in Chinese)
Structural reliability theory and its application in bridge engineering [M].
Theory and practice of system engineering, 2002, 22 (4): 141-144(in Chinese)
The theory and practice of system engineering, 2001, 21 (4): 114- 119(in Chinese)

Performance management based on EPC Construction Mode Chunjie Ma1, a, Gongli Cao2, b 1,2 Civil Engineering Management Institute, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China a13905742430@139.com, b346335983@qq.com Keyword: EPC project, performance management, management systems, collaboration Abstract: Because of its own characteristics and advantages, increasingly, EPC construction mode has been more and more applied in international projects.
Concept of EPC construction mode and Performance management 1.1 Concept of EPC construction mode EPC stands for Engineering-Procurement-Construction, EPC construction mode is a all processes in all general contracting methods that the general contractor or contractor Joint Venture is in charge of the whole project design, equipment and materials procurement, construction, engineering, test operation and delivery of the entire process.
Engineering/Design (E) is the process by which the needs, wishes, and desires of an owner or developer are defined, quantified, qualified into clear requirements which will be communicated to the builders or contractors.
What’s the next, we do make sure how each part of the "ecological system" (owner, the project schedule, engineering quality, salary system, technology and organization structure, etc.) of the organization contact.
Ning, Integrating supply chain and critical chain concepts in engineer-procure-construct (EPC) projects, International Journal of Project Management 20 (2002) 253–262, [2] P.Folan, J.

The Connection Form of New-built and Existing Bridge Effect on Transverse Distribution of Vehicle Load Jihao Chen 1, a, Shunbo Zhao 2,b and Jitao Yao1,c 1 School of Civil Engineering, Xi'an University of Architecture & Technology, 13 Yanta road, Xi'an, China 2 School of Civil Engineering & Communication, North China Institute of Water Conservancy and Hydroelectric Power, 36 Beihuan road, Zhengzhou, China a jihaochen@vip.qq.com, b sbzhao@ncwu.edu.cn, c yaojitao@163.com Key words: Existing bridge, Newly-built bridge, Connection form, Prestressed concrete hollow slab, Single beam bearing, Transverse distribution of loads.
In order to convenient explaining, the slabs from the newly-built to the exiting of the whole bridge were named as S1 to S18 successively, the connection forms of the 1st &2nd phase of the engineering were named as C1 and C2, respectively.
The y values of S6, S7 and S8 on the transverse load-distributing influence line of the first phase of the engineering are very different, but they are only a few different in the second phases of the engineering.
The transverse load-distributing influence line of S8 also shows that the y values of S7, S8 and S9 in the transverse load-distributing influence line of the second phase of the engineering are very different.
The weak connections of the bridge for the first & second phase of the engineering are the connection of S6 & S7 and S7& S8, respectively.