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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)

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.

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

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.

Study and Application of Bridge Structure Finite Element Model Updating Based on Static-Load Testing Miaoyi Deng a, Fuen Lib School of Civil and Architectural Engineering, Zhengzhou Institute of Aeronautical Industry Management, Zhengzhou, 450052, China adeng_miaoyi@163.com, blfe@zzia.edu.cn Keywords: Bridge Structure; Static-Load Testing; Finite Element; Model Updating Abstract.
Introduction The important large-scale bridge engineering has significant effect on the society & economy development of the nation & region.
The structure security of the large-scale bridge engineering is increasingly being recognized.
The structure FE model updating, based on dynamical testing, is more applied in the field of bridge engineering [5].
Ren: Journal of Structural Engineering.

Development of Basalt Fiber Reinforced Wood-plastic Composite Materials Jinxiang Chen 1, a, Sujun Guan 2,b , Shunhua Zhang2,c, Jingjing Zheng2,d, Juan Xie1, e and Yun Lu 3,f 1International Institute for Urban Systems Engineering & School of Civil Engineering, Southeast University, Nanjing, 210096, China 2Key Laboratory of Advanced Textile Materials and Manufacturing Technology of Ministry of Education, Zhejiang Sci-Tech University, Hang Zhou, 310018, China; 3Department of Mechanical Engineering, Graduate School & Faculty of Engineering, Chiba University, Chiba, 263-8522, Japan a chenjinx@yahoo.com.cn, b guansujun1222@gmail.com, czshhzj@163.com , dzjj_cecily@zstu.edu.cn ,exiejuanch@yahoo.com, fluyun@faculty.chiba-u.jp Keywords: Wood Plastic Composite; Basalt Fiber; Composite Material Abstract.
Mark: Composites Part B: Engineering Vol. 39(2008), p. 807-815 [5] J.
Tao: Polymer Materials Science & Engineering Vol. 22(2006), p. 231-234 [11] W.
Jitka: Engineering Fracture Mechanics Vol. 69(2002), p. 1025-1033 [19] B.
Tao: Engineering Plastics Application Vol. 37(2009), p. 17-19 [25] J.

Journal of Earthquake Engineering, 16: 985-1006
Journal of Geotechnical and Geoenvironmental Engineering, 133(4): 381–392
Microcomputer of Civil Engineering, 2(3): 207–222
Journal of Engineering Geology. 2010,18(4): 497-506 [8] Xu Guang-xing, Yao Lingkan, Li Zhaohong, Gao Zhaoning.
Chinese Journal of Geotechnical Engineering. 2008,30(6):918-923

Concrete with such characteristics can be widely used in industrial and civil engineering and for constructing special objects as well.
Sychov, Soling, Aerating and Phosphating for Soil Strengthening and Detoxication, Procedia Engineering. 189 (2017) 398–403.
Kabanov, Geoecoprotective Technology of Transport Construction using Silica Sol Absorption Method, Procedia Engineering. 189 (2017) 454-458.
Nuclear Science and Engineering. 159 (2008) 321–329
Nedyshkin, Estimation of the pores dimensions of intumescent coatings for improvement of the fire resistance of building constructions, Procedia Engineering. 117 ( 2015 ) 119 – 125

Condition of mechanical-energy balance of an integral flow with a variable rate (2001) Power Technology and Engineering, 35 (4), pp. 189-194
Approximation of the depression curve of the inflow to an ideal trench (2011) Power Technology and Engineering, pp. 1-4
Strengthening and overbuilding of car service «Automakedonija» in Skopje, Makedonija (2012) Journal of Applied Engineering Science, 1 (10), pp. 53-58
Methods of calculating depreciation expenses of construction machinery (2012) Journal of Applied Engineering Science, 1 (10), pp 43-48
Solar energy systems in the architecture of historic cities (2013) Bulletin of Civil Engineers. 5 (40), pp. 26-31