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Highway Engineering, 2008,33 (5) :61-64
Journal of Hydraulic Engineering .2008 May
Foundation Engineering, 1988,2 (4): 23.27
Rock Mechanics and Engineering .2006, (6)
Geotechnical Engineering, 2007, (8)

Because of ABAQUS is lack of the Duncan-Chang E-B nonlinear elastic model[6], which is commonly used in the geotechnical engineering.
[2] WANG Jin-chang, and CHEN Ye-kai, “ABAQUS in Civil Engineering,” Zhejiang University Press, Hangzhou, 2006
[3] GAO Lian-shi, SONG Wen-jing and WANG Zhao-hua, “Discussion on Deformation Control of High CFRD,” Journal of Hydraulic Engineering , p.3-8, May 2002
[10] ZHU Jie, “Sensitivity Study on Factors Influencing the Stability of Key Block of Rock Slope,” Journal of Engineering Geology, p.249-252, February 2007
[13] XU Chao and YE Guan-bao, “Parameter Sensitivity Analysis of Numerical Model by Cross Test Design Technique,” Hydrogeology and Engineering Geology, p.95-97, January 2004

In civil engineering, the calculation and analysis of connection of structure design is very important, stiffness and stability of connection is crucial to the safety of whole structure, both at home and abroad, the technical personnel in engineering and scholars have done many study of calculating theory of　beam-column connection[2,3,4,5].
(2) Engineering practice of reduction of bending moment of cap beam As shown in Fig.5, a widening road engineering of a industrial park in Zhuhai, it has widened pedestrian bridge on both sides, the width of bridge is 5.75m, the upper structure is a simply supported prestressed concrete hollow slab with 8 across and 16m length.
(2) Comparing the calculated result of bending moment of the entity unit model to that of beam element model and combining with engineering example, the result demonstrates that the reduced bending moment of cap beam is a little bigger adopting the formula R(h+b)/8, and the formula R(h+b)/9 is more suitable
Saiidi: Earthquake Engineering and Engineering Vibration Vol.10 (2011), p.1 [4] J.
Luu: Materials and Construction: Exploring the Connection, 5th ASCE Materials Engineering Congress (1999), p.410 [5] H.

[3] Fajfar, P., Capacity spectrum method based on inelastic demand spectra, Earthquake Engineering & Structural Dynamics, Vol. 28, Issue 9, pp. 979-993, (1999)
Part II: infilled structures”, Journal of Earthquake Engineering, vol.1, n.3, pp. 475-503, (1997)
[11] De Angelis, F., An internal variable variational formulation of viscoplasticity, Computer Methods in Applied Mechanics and Engineering, Vol. 190, n. 1-2, pp. 35-54, (2000)
Journal for Multiscale Computational Engineering, Vol. 5, n. 2, pp. 105-116, (2007)
[21] Mainstone R.J., “On the stiffness and strength of infilled frames”, Proceedings of the Institution of Civil Engineers, Supplement (IV), Paper 7360S, pp.57-89, (1971)

The art of integrated GIS/AHP for siting landfill: A review Mohamed Osman Saeed1*, Hamidi Abdul Aziz2, Khairun Azizi Mohd Azizli1,3 Sustainable Resource Mission Oriented Research (SUREMOR)1, UTP 3Chemical Engineering Department, Universiti Teknologi PETRONAS1,3, Bandar Seri Iskandar 31750, Tronoh, Perak, Malaysia School of Civil Engineering2, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia *osman.saeed@petronas.com.my, cehamidi@usm,edu.my kharun_azizli@petronas.com.my, Keywords.
Saeed et al. (2012) designed a hierarchy composed of proximity and engineering at Level 2 of the hierarchy. 
Proximity at Level 2 was decomposed into four sub-factors, and engineering factor contained two sub-factors (Saeed et al., 2012).
Engineering factor included soil and drainage system.
Journal of Environmental Engineering 122: pp 515-523

Finite Element Analysis of Deep Elliptical Submersible Pressure Hull Subjected to a Side-on Non-Contact Underwater Explosion Fathallah ELSAYED1,a, Tong Lili1,b, Qi Hui1,c and Mahmoud Helal2,d 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2Production and Mechanical Design Dept., Faculty of Engineering, Mansoura University, Mansoura, EGYPT asaidhabib2000@hotmail.com,btonglili@hrbeu.edu.cn, qihui205@sina.comc, dengmahhelal@mans.edu.eg Keywords: Underwater explosion; Stiffened plates; Shock damage; Damping material Abstract.
Ocean Engineering, Vol. 81(2014), p. 29-38
International Journal of Impact Engineering, Vol. 63(2014), p. 177-187
Ocean Engineering Vol. 34(2007), p. 653-664
Ocean Engineering, Vol. 36(2009), p. 564-577.

Model and Application on Displacement Calculation of Abutment by Considering Earthquake Effects CHEN Hong-kai 1, a, TANG Lan 2,b, HE Xiao-ying3, c and LIU Rong-can 4,d 1 Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing, China 2 Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing, China 3 Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing, China 4 Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing, China achenhongkairht@sina.com, btangwoow22@yeah.net, cdiewucanxue@126.com, dliurongcan163@163.com Keywords: abutment; anslational sliding displacement model; rotational displacement model; seismic action.
Journal of Civil Engineering and Construction Technology, Vol.1-1(2010), p. 1-13
A comparative study of bridge damage due to the Wenchuan, Northridge, Loma Prieta and San Fernando earthquakes[J].Earthquake Engineering and Engineering Vibration, Vol. 8-2(2009), p. 251-261
Bulletin of Earthquake Engineering, Vol.8-6(2010), p. 1397-1420
Capacity Design and Nonlinear Dynamic Analysis of Earthquake Resistant Structures[C]//10th European Conference on Earthquake Engineering, p.11-20(1995)

Introduction The construction of structural engineering is extremely costly.
Therefore, it is difficult to be used in the field of engineering
Wang, A new approximate method for the calculation of system, Engineering mechanics, 1 (2004) 93-97
Galavaglia, The fragility curves method: a simple procedure in the structural lifetime prediction, Proceedings of 10th Applications of Statistics and Probability in Civil Engineering, Tokyo, Japan, Taylor &Francis, 2007
Yang, Clarifying the wrong concept in the field of time-varying structural reliability, Engineering mechanics, 8 (2009)

Support Vector Machine-based aqueduct Safety Assessment Qiang Qu 1, Mingqi Chang 1,2,a, Lei Xu 1, Yue Wang 1, Shaohua Lu 3 1China Irrigation and Drainage Development Center, Beijing 100054, China 2Research Institute of Water Development, Chang’an University, Xi’an 710064, China 3College of Water Conservancy & Civil Engineering, China Agricultural University, Beijing 100083, China acmq93@163.com Keywords: Aqueduct safety assessment, Support vector machine, Pattern classification Abstract.
To solve the problem of engineering safety assessment, many domestic and foreign scholars have carried out positive and useful discussions and achieved certain of outcomes [1-19].
However, the current research on safety assessment is concentrated on the engineering buildings, and is less on safety assessment of hydraulic structures under specific environmental.
Zhang, Shiqi Liu and Ying Li: Highway Vol. 2 (2004), p. 18-23 [16] Hitoshi Furuta: Engineering Structures Vol. 20 (1998), p. 44-47 [17] Therese P.
Foltz: Engineering Structures Vol. 26 (2004), p. 21-25 [19] V.K.

Long, Early experiences with UK round 1 offshore wind farms, Proceedings of Institution of Civil Engineers: Energy, 163 (4) (2010) 167-181
Besson, Simplified modellization of gear micropitting, Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 216(6)(2002) 291-302
Roylance, Operating temperatures of oil-lubricated medium-speed gears: Numerical models and experimental results, Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 217 (2) (2003) 87-106
Luo, Modeling and analysis of transient contact stress and temperature of involute gears, Chinese Journal of Mechanical Engineering, 40 (8)(2004) 24-29
Long, Prediction of wind turbine gear micropitting under variable load and speed conditions using ISO/TR 15144-1: 2010, Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, 227 (9) (2013) 1898-1914