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Seismic Response Analysis to Half Floating System of Cable-stayed Bridge Xiuyun Gao1,a, Yitan Jiang2,b 1School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 2School of Civil Engineering, Southwest Jiaotong University, Chengdu, China, 610000 agaoxiuyun2008@163.com, bjythit2012@163.com Key words: response spectrum; time history analysis; finite element; cable-stayed bridge; cable force adjustment Abstract: According to the Chaoyang town east bridge design data, build the model with finite element analysis method.
When the earthquake breaks out, the released of energy would cause serious damage to the engineering of the construction on the earth and threat the production and life of human society.
Based on the seismic safety evaluation of engineering sites the reaction curve of earthquake acceleration for E1 and E2 are shown in Fig.1&Fig.2.
Fig.9 The finite element model 6.2 Boundary constraints Based on engineering actuality, numerical simulations are conducted with given boundary conditions.

Journal of Structural Engineering, 2004, 130(6): 880-894 [2] Chen C.C, Chen S.Y, Liaw J.J.
Canadian Journal of Civil Engineering, 2001, 28(5): 823-836 [3] Sabelli R., Mahin S.A., Chang C.
Engineering Structures, 2003, 25:655–666 [4] Kiggins S., Uang C.M.
Engineering Structures, 2006, 28: 1525-1532 [5] Miller D., Fahnestock L., Eatherton M.
Journal of Structural Engineering, 2008, 108-120

The National Annex may only contain information on those parameters which are left open in the Eurocode for national choice, known as Nationally Determined Parameters, for the design of buildings and civil engineering works to be constructed in the country concerned.
[17] Clifford Matthews BSc, CEng, MBA, FIMechE: Engineers’ Guide to Pressure Equipment.
Professional Engineering Publishing Limited, London and Bury St Edmunds, UK, 2001
McGraw-Hill New York, 2010. www.access engineering
www.access engineering

Grey correlation analysis of sensitive factors of concrete structures durability* Jianxin Liu a , Benliang Liang b College of Architecture Engineering, Shanghai Normal University, Shanghai, China 201418 a ljx163@163.com, b daben2000@163.com Keywords: concrete structures; durability; affected factors; grey correlation analysis Abstract.
Chinese Journal of Underground Space and Engineering, 2006.4:214-220(in Chinese) [2]Amey, Johnson, Farzam.Predicting the service life of concrete marine structures: an environmental methodology [J].ACI Structural Journal, 1998(2):205-214 [3]Weyers.Service life model for concrete structuress in chloride laden environment [J].ACI Journal, 1998(4):445-453 [4]Wang Shengnian,Pan Deqiang.Research on Durability of Marine Concrete [J], Port & Waterway Engineering, 2001(8):20-22(in Chinese) [5]Tian Junfeng,Pan Deqiang.
China Harbour Engineering, 2002(4):1-6 [6]Yang Zeying, Huang chengkui, Qu Jianbo.
Durability evaluation of bridges based on anfis and genetic algorithms [J], China Civil Engineering Journal, Vol139 No12, 2006(2):16-20(in Chinese) [7]Deng Julong.The Primary Methods of Grey System Theory [M].

Research on the environmental effects of GB-SAR for dam monitoring Cheng Xing1, 2, a, Jingjing Huang1, b, Xianquan Han3, 4, c 1 School of Geodesy and Geomatics, Wuhan University, Wuhan, China 2 Key Laboratory of Precise Engineering and Industry Surveying, State Bureau of Surveying and Mapping, Wuhan, China 3 State Key Laboratory for Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University, Wuhan 430079, China; 4 Yangtze River Scientific Research Inst., Wuhan, 430010, China; a c.xing.whu@gmail.com, b jennywong.whu@gmail.com, c mydabao112@hotmail.com Keywords: Ground-Based SAR; deformation monitoring; interferometry; environment correction Abstract.
Engineering Geology. vol. 116, pp. 218-235, November, 2010
“An interferometric radar for non-contact measurement of deflections on civil engineering structures: Laboratory and full-scale tests,” Structure and Infrastructure Engineering, vol. 6, pp. 521-534, 2010

As well developed engineering technique based on spatial stability.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [25] V.
Journal of Applied Engineering Science, Vol. 12 (2) (2014), pp 121-128 [26] E.
Bulletin of Civil Engineers. 5 (40) (2013), pp. 26-31 [34] D.
Journal of Applied Engineering Science, Vol. 12 (1), (2014), pp 37-44

Introduction Fibre Reinforced Polymer (FRP) laminated composite materials have attracted a wide range of uses in civil, marine, automotive and aerospace applications on account of their superior properties.
Østergaard: Engineering Fracture Mechanics Vol. 75 (2008), p. 2514 [2] F.B.
Foschi: Engineering Fracture Mechanics Vol. 9 (1977), p. 371 [4] K.R.B.
Williams: Engineering Fracture Mechanics Vol. 73 (2006), p. 2443 [5] H.R.
Wang and G.J Williams: Composite Science and Technology Vol. 43 (1992), p. 251 [12] M.F.S.F. de Moura and B.A. de Morais: Engineering Fracture Mechanics Vol. 75 (2008), p. 2584 [13] K.

Factors That Contribute to the Generation of Construction Waste at Sites Siti Nazziera Mokhtar1a, Noor Zalina Mahmood1b, Che Rosmani Che Hassan2c, Ahmad Firman Masudi2d and Nik Meriam Sulaiman2e 1Institute of Biological Sciences, Faculty of Science, University of Malaya, 50603 Kuala Lumpur, Malaysia 2Department of Chemical Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia afazziera@yahoo.com, balin@um.edu.my, crosmani@um.edu.my, dfirman_masudi@yahoo.com, ameriam@um.edu.my Keywords: Prefabrication Method; Conventional Method; GFA; Residential; Commercial; Construction Waste Abstract.
Additional interviews with construction workers and site engineers were conducted to provide additional information.
Journal of Construction Engineering and Management, 120(3), pp 536-552. (1994)
Proceedings of Minimising Construction Waste Conference: Developing Resource Efficiency and Waste Minimisation in Design and Construction.Conducted by New Civil Engineer, London, United Kingdom. (2004)

Finite Element Analysis of Prestressed Steel Reinforced Concrete Beam Chengquan Wang1, a, Yuefeng Zhu2,b and Yonggang Shen *,c 1Department of Civil Engineering, Zhejiang University, Hangzhou, China, 310058 2Anji Traffic Bureau, Anji, Zhejiang, 313300, China awang.chengda3@163.com, bzhuno.3@163.com, csygdesign@zju.edu.cn Keywords: prestressed force, steel reinforced concrete beam, finite element method, ultimate strength, constitutive relation Abstract.
In the last 10 years, the PSRC beam has been widely applied in engineering fields of high-rise buildings, super-tall buildings, large span and heavy-duty buildings, large space public buildings, underground structures, bridges and prefabricated structures [1-3].
A large of number of engineering practice and academic research[6-9] shows that the numerical analysis method can simulate the structural behaviors well.
World Information on Earthquake Engineering. 01:82-84.(1999) [4] Chuanguo Fu, Yuying Li, Shuting Liang.
Electronic Journal of Structural Engineering. (2): 111-119.(2001) [12] Chenglong Wei, Donghuang Yan, Hongchang Wei, Laiyong Wang.

Chai2,b, Rudi van Staden3,c, Hong Guan4,d 1,2,3Centre for Infrastructure Engineering and Management, Griffith University, Queensland, Australia 4Griffith School of Engineering, Griffith University, Queensland, Australia aperry.sii@griffithuni.edu.au,bg.chai@griffith.edu.au, cr.vanstaden@griffith.edu.au, dh.guan@griffith.edu.au, Keywords: Finite element analysis, doweled joint, concrete pavement, prediction model Abstract: The load transfer mechanism between the dowel and the concrete is a complex phenomenon.
Transactions, American Society of Civil Engineers, Vol. 105, No. 2081, (1940)
Determination of Critical Concrete Pavement Fatigue Damage Locations Using Influence Lines, Journal of Transportation Engineering, 131, pp599-608 (2005)
[9] Ioannides, A.M. and Korovesis,G.T “Analysis and design of doweled slab-on-grade pavement systems” Journal of Transportation Engineering, ASCE, Vol. 118, pp.745-768 (1992)