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Computational Analysis of Performance of Smoke Exhaust System in Atrium Buildings with Nonuniform Spaces Li Junmei1, a, Li Yanfeng1,b, Sui Jing1, Liu Shanshan1 and Wang Xin2 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China 2 Beijing Teze Heating Project Design Co.
Because of the very large number of cells, CFD models avoid the more generalized engineering equations used in zone models.
It is a useful engineering tool for designing smoke exhaust system.
Fernandez-Pello: Journal of Fire Protecting Engineering, Vol. 16, No. 8 (2006), p.183-209 [10] S.
Li: Journal of Civil and Engineering Management, Vol. 16, No. 3 (2010), p. 372-381

Simply supported slab bridge damage identification based on curvature mode method Zhang Long (Changchun Architecture&Civil Engineering College, Jilin China) 5231169@qq.com Keywords: simply-supported slab bridge; curvature mode; damage identification; finite element analysis Abstract.
Thus, studying whether there is damage or damage seriousness and damage location and its remaining life has important theoretical significance and engineering value.
[2] Wei-Xin Ren and Guido De Roeck.Structural Damage Identification Using Modal Data.Ⅰ: Simulation Verification.Journal of Structural Engineering,2002, 128(1):87-95
[3] Wei-Xin Ren and Guido De Roeck.Structural Damage Identification Using Modal Data.Ⅱ:Test Verification.Journal of Structural Engineering,2002,128(1):96-104
Civil engineering structural damage identification method based on structural dynamic parameters [J].

Introduction Square CFT structures are widely concerned by scholars and engineers because of simple node, big section inertia axes, good stability, fast construction and so on.
References [1] Han L.H. and Tao Z., Study on Behavior of Concrete Filled Square Steel Tubes under Axial Load, China Civil Engineering Journal, 34 (2), pp. 17-25, (2001)
J., Hasegawa A. and Shoe Y., Experimental Study on Strength of RCFT, Proceedings of Civil Engineering Symposium, edited by JSCE, Sendai, Japan, pp. 84-85, (1999)
Nishiyama, and K.Sakino, Behavior of Eccentrically Loaded Concrete-Filled Steel Tubular Columns, Journal of Structural Engineering, 130 (2), pp. 123-129, (2004)
[9] Brain U., Strength of Concrete Filled Steel Box Columns Incorporating Local Buckling, Journal of Structural Engineering, 126 (3), pp. 84-91, (2000)

Flexural Behaviors of RC Beams Strengthened with Post-poured UHTCC layer Shilang Xu1, a, Nan Wang1, b 1 Department of Civil Engineering, Dalian University of Technology, Dalian, China ashilangxu@126.com, bwangnan.dlut@gmail.com Keywords: Composite beams, UHTCC, Post-poured layer, Bending capacity.
The width which ranged from 0.2 to 0.4 was described as the serviceability limit width of engineering structure.
Leung: Journal of Engineering Mechanics Vol. 188 (1992), p. 2246 [3] V.C.
Li: Journal of Structural Mechanic and Earthquake Engineering Vol. 10(1993), p. 37 [5] F.U.A.
Li: China Civil Engineering Journal Vol. 42(2009), p. 42 (In Chinese) [7] A.

Auto-Mesh Generation Technique of Near Field Zone for Soil-Structure Interaction Analysis using Coupled FE-IE Methodology Minjun Nam1, a, Choon-Gyo Seo2,b, Jonghan Lee3,c, Changgil Lee4,d, *Seunghee Park4,e 1Dept. of u-City Design and Engineering, Sungkyunkwan Univ.
Suwon, Korea 440-746 2KEPCO Engineering & Construction Company.
Sungnam, Korea 463-870 3POSCO Engineering & Construction.
Incheon, Korea 790-829 4Dept. of Civil and Environmental Engineering, Sungkyunkwan Univ.
G.; User’s manual of KIESSI program for 2D, AXI and 3D fluid-soil-structure interaction system, Dynamic structural Lab., KAIST (2007) [3] Jeong-Soo Ruy, Choon-Gyo Seo, Jae-Min Kim and Cung-Bang Yun; Seismic response analysis of soil-structure interactive system using a coupled three-dimensional FE-IE method, Nuclear Engineering and Design, 240, 1949-1966 (2010) [4] Choon-Gyo Seo, Cung-Bang Yun and Jae-Min Kim; Radial 3-D Elastodynamic Infinite Element, KSCE Journal of Civil Engineering, Vol, 27, No. 5A, 701-711 (2007)

Study on Engineering Applicability of Optic Fiber Crack Sensing[ J].
BOTDR Optic Fiber Temperature Monitoring Technique and its Application in Civil Engineering [ J].
Recent Applications of Fiber Optic Sensors to Health Monitoring in Civil Engineering[J].
Engineering Structures, 2004, 26(11):1647-1657
Optics and Lasers in Engineering. 2009(47): 976-981.

BIM technology application in the construction industry in china current situation and developmental disabilities research Jian Li Architecture and Civil Engineering School Inner Mongolia University of Science and Technology Baotou, China ljwqy@163.com Keywords: Building information modeling; application status; developmental disabilities; suggestions Abstract.
Higher level Higher level mainly refers to the creation of architectural and engineering professional institutions will BIM technology into the curriculum situation.
Third, architects and engineers design concept of change is not easy.
Teaching Building Information Modeling as an Integral Part of Freshman Year Civil Engineering Education [J].
Journal of Professional Issues in Engineering Education and Practice 2010 1 :30-38

Journal of geotechnical engineering, 2006, 28 (9): 1071 – 1075.
ANSYS Civil Engineering Application Instance (M).
Engineering Mechanics, 2005, 22 (6): 46-51.
China Civil Engineering Journal, 1998, 31 (3): 55-64.
Engineering Mechanics, 2005, 22(6): 46~51.

Stress Analysis and Safety Prediction of Alloy Wheel Hub Wenxue Qian1, a, Xiaowei Yin2 and Liyang Xie1 1School of Mechanical Engineering & Automation, Northeastern University, Shenyang 110189, P.
China, 2Department of Mechanical Engineering, Shenyang Institute of Engineering, Shenyang 110136, P.
The FEM originated from the need for solving complex structural analysis problems in civil and aeronautical engineering.
Clough in the 1960s for use in civil engineering By late 1950s, the key concepts of stiffness matrix and element assembly existed essentially in the form used today and NASA issued request for proposals for the development of the finite element software NASTRAN in 1965.
The method was provided with a rigorous mathematical foundation in 1973 with the publication of Strang and Fix's An Analysis of The Finite Element Method, and has since been generalized into a branch of applied mathematics for numerical modeling of physical systems in a wide variety of engineering disciplines, such as thermodynamics and fluid dynamics[7-12].

Analysis the Influence of Non-Prestressed Reinforcement for Horizontal Bearing Capacity of PHC Pipe Pile Peisheng Xi1, a, Xiaokai Sun1,b 1School of Civil Engineering, Anhui Jianzhu University 292 Ziyun Road, Hefei Anhui China 230601 axipeisheng@163.com, bsun.xktl@163.com Keywords: PHC Pipe Pile, Horizontal bearing Capacity, Prestressed Reinforcement Abstract.
However, its poor pile body bending performance which seriously limits the level of PHC pipe piles as supporting piles in the large-scale popularization and application in engineering.
In actual engineering, we adopts reinforced concrete core measures to improve the level of prestressed concrete pipe pile load ability, but the method has long construction period, high cost, and the effect is not significant[3].
(in Chinese) [2] Zhongmiao Zhang: Pile Foundation Engineering[M](CBMIPH Press, Beijing,2007).
(in Chinese) [4] Wenhua Hao: Application Examples of ANSYS about Civil Engineering[M](China Water Power Press,Beijing,2005)(in Chinese ) [5] Jianwei Zhang, Haibo Bai, Xing Li:Super Learning Manual of ANSYS14.0[M](Post & Telecom Press,Beijing,2013).