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Cai1, a, Wei Zhang2,b, Lu Deng3,c and Miao Xia4,d 1-4 Dept. of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, USA acscai@lsu.edu (corresponding author), bwzhlsu@gmail.com, cludeng9@gmail.com, dmxia@lsu.edu Keywords: Vehicle effects, existing bridges, calibrations, reliability, performance evaluation, extreme values, DAFS Abstract.
Zhou, Optimal Probability Distributions of Extreme Wind Speeds, China Civil Engineering Journal 35 (2002) 11-16
Chung, Fatigue reliability and optimal inspection strategies for steel bridges, Civil and Enviromental engineering Department, vol.
Nowak, Calibration of LRFD Bridge Code, Journal of Structural Engineering 121 (1995) 1245-1251
Billing, Dynamic loading and testing of bridges in Ontario, Canadian Journal of Civil Engineering 11 (1984) 833-843.

Chinese Journal of Rock Mechanics and Engineering, 2007,26(2 ):4209-4213 (in Chinese) [2] Kong Xiangpeng, Liu Guobin, Liao Shaoming.
Beijing: School of Civil Engineering, Beijing jiaotong University, 2007. ( in Chinese)） [7] Zhang Cheng-ping, Zhang Dingli, Wang Mengshu .Structural deformation of overlying subway tunnels induced by tunneling [J].
Chinese Journal of Geotechnical Engineering, 2009, 31(5):805-810.
(in Chinese) [8]Beijing Urban Engineering Design & Research Institute co., LTD.
Beijing, Beijing Urban Engineering Design & Research Institute co., LTD.2006.

Initial Damage Detection Based on Elastic Modulus Randomness Fushun Liu 1, a, Huajun Li 1,b , Guangming Yu 2, c , Yanchun Liu 2,d and Weiying Wang 3,e 1College of Engineering, Ocean University of China, Qingdao 266071, China 2College of Civil Engineering, Qingdao Technological University, Qingdao 266033, China 3Architecture Design & Research Institute, Qingdao Technological University, Qingdao 266033,China a percyliu@ouc.edu.cn, bhuajun@ouc.edu.cn, cyu-guangming@263.net, dlyc@qtech.edu.cn, eliufus568@tom.com Keywords: damage detection; initial damage; randomness; damage indicator Abstract: A damage detection method reflecting initial damage of the elastic structure is presented.
At last, a five-storey shearing structure is simulated, and the results indicate that initial damage situation can be accurately calculated, and initial damage locations can be estimated based on the proposed method, which is simple and effective, and contributes to the application in Engineering.
Williams: Journal of Structural Engineering.
[4] J Dai, J J Chen, H P Ma, M T Cui: Engineering Mechanics.
Zhang: Journal of Engineering Mechanics, ASCE.

Study on Calculation Methods of Agricultural Water Supply Cost in the Plain Irrigation Area of the Yellow River Rui Guo, Shengle Cao 1,2School of Civil Engineering, Shandong University, Jingshi Road 17922, Jinan, Shandong, 250061, China ashandaguorui@126.com, bcao_s@sdu.edu.cn Keywords: plain irrigation area of the Yellow River; calculation methods of engineering water supply cost; calculation formulas of project Abstract: Scientific and reasonable water price is the foundation of beneficial operation of water supply project, and water pricing is on the basis of per cubic meter water supply cost.
Introduction With the recently vigorous development of the countryside economy in china, rural water engineering is gradual developing [1].
According to characteristics of water supply engineering.
(in Chinese) [4] Chang-haiQin, Yong Zhao and Yuan-sheng Pei, Journal of Hydraulic Engineering,2010,41(9): p1094-1100(in Chinese) [5] Michael Webber, JonBarnett,BrianFinlayson, MarkWang, Global Environmental Change, 2008,18617–625 [6] Yu Zhou, Jiuqiao Shi, Jixin Tong, Journal of Economics of Water Resources,2005,23 (5 ):p29-31 (in Chinese)

Experimental Test of Reinforcing a Masonry Column with Fiber Reinforced Strain Hardening Cementitious Composite Marek Jašek1, a*, Jan Hurta1, b and Jiří Brožovský1, c 1VSB-TU of Ostrava, Faculty of Civil Engineering, L.
Podéště 1875, 708 00, Ostrava-Poruba, Czech Republic a marek.jasek@vsb.cz, b jan.hurta@vsb.cz, c jiri.brozovsky@vsb.cz Keywords: Masonry column, Rehabilitation of masonry structures, Engineered cementitious composites, Fiber, Fly ash Abstract.
LI, Concrete Construction Engineering Handbook.
Engineered Cementitious Composite (ECC): Material, Structural, and Durability Performance, (2008) 1024-1069
Brožovský, Development of green engineered cementitious composites.

Numerical Simulation Analysis of Bearing Characteristics on Super-large Diameter Rock Socketed Pile Chengzhong Gong1,2,a, Chunlin He1,b, Mingxing Zhu 2,c 1Huaiyin Institute of Technology 223001 China 2 Southeast University, 210096 China agcz2008@sina.com, bc.l.he@163.com, c 413464031@qq.com Keywords: Bridge Engineering, Bearing Characteristics, Numerical Simulation, Rock-socket pile, Side Friction Abstract.
Introduction With the development of large span bridge structure, the large diameter rock-socket pile has been widely used in bridge engineering [1, 2].
According to the modeling of the relevant engineering experience, the soil model is 77 m length, 60 m width, and 80 m depth, as shown in figure 2.
References [1] HE Chunlin, G.Chengzhong: Civil Structure and Environmental Engineering, edited by Xiangdong Zhang,Bin Zhang.
[2] G.Chengzhong, HE Chunlin and G.Weiming: submitted to Journal of Civic Architectural and Environmental Engineering (2013) [3] HE Chunlin, G.Chengzhong: submitted to Journal of China and Foreign Highway (2013) [4] HE Chunlin, G.Chengzhong: submitted to Journal of Highway (2012)

Failure Predictions of Laminate under In-plane Tensile Loading Yinhuan Yang 1,2, a 1 School of Energy and Civil Engineering, Harbin University of Commerce, Harbin 150028, China 2 Center for Composite Materials, Harbin Institute of Technology, Harbin 150080, China ayinhuanyang@yahoo.com.cn Keywords: composite laminates; progressive failure analysis; material properties degradation Abstract.
A modified form of Hashin’s failure criterion by Shokrieh is used to detect the failure, where a sudden degradation model is proposed to reduce engineering material constants.
Accordingly, entire failure is taken for this element and all degradation engineering material constants are 0.
Conclusions According to a modified form of Hashin’s failure criterion by Shokrieh, a sudden degradation model is proposed to reduce engineering material constants.
Chen: Key Engineering Mate. (2006),p. 771~774 [6] K.

One domain in which this material is able to found promising application is civil engineering.
Technological aspect of samples preparation Because of specific applications of the investigated lean concrete a designed composite mixtures should fulfill European Standards in road engineering.
Therefore the proposed new concrete material with the rubber crumbs additive can be applied in road engineering.

This paper provides reference for resolving similar cantileve r problems in engineering.
So, when finite element analysis is carried out for an engineering problem, there must be a complete grasp for the problem, at the same time relatively perfect structure analysis program should be developed.
This paper provides reference for resolving similar cantilever r problems in engineering.
References [1] GB50017-2003: Code for Design of Steel Structures (China Building Industry Press, China 2003) [2] Qingzhang Hong: ANSYS Teaching Paradigm (Railway Press, China 2002) [3] Tao Liu, Fengpeng Yang: Proficient in ANSYS ( Tsinghua University press, China 2002) [4] Wenhua Hao: ANSYS Civil Engineering Application (China Water Power Press, China 2005) [5] Jing Ji, Wenfu Zhang and Haiyan Sui: advanced material research Vol.163-167(2011), p.1999 [6] Jing Ji, Wenzhong Zheng, Wenfu Zhang: J. of Harbin Institute of Tech.
Vol.41 (2009), p.24 (in Chinese) [7] Wei Mingzhong: Steel structure (Wuhan University of Technology Press, China 2000) [8] Weichen Xue: Modern prestressed concrete design (Tongji University Press, China 2006) [9] Wenzhong Zheng and Jing Ji: Earthquake Engineering and Engineering Vibration Vol.7 (2008), p.36 [10] Jing Ji and Wenfu Zhang: J. of Harbin Institute of Tech.

It’s significant for foundation engineering of hydraulic structure.
So equation (5) is more commonly used in practical engineering.
Civil Eng.
Zhang: Journal of hydroelectric engineering Vol. 28 (2009), p.131 [In Chinese] [7] Q.M.
Yang: Nuclear Power Engineering Vol. 31 (2010), p. 103 [In Chinese]