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The Multi-dependent Hurst Exponent in Traffic Time Series Keqiang Dong 1, a , Pengjian Shang2,b and Hong Zhang3,c 1,2 Department of Mathematics, School of Science, Beijing Jiaotong University, Beijing 100044, P R of China 3 Department of Mathematics, Hebei University of Engineering, Handan 056038, P R of China a 06121990@bjtu.edu.cn, bpjshang@bjtu.edu.cn, c hongzhangdong@163.com Keywords: multi-dependent Hurst exponent; Fourier transform method; traffic time series; Detrended fluctuation analysis.
Hurst: Transactions of the American Society of Civil Engineers, Vol.116(1951), p. 770-808

Application of BP Neural Networks in Damage Prediction of Multilayer Medium Penetration and Blasting Xiao-ling Liua, Ting Lei and Yong Yao Department of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan, China aliuxl-swjtu@163.com Keywords: BP Neural Networks; multilayer medium; damage Prediction Abstract.
Engineering Blasting,Vol.9(2003), p.7-11.

Reliability Analysis of Structure with Local Sunken Plate AN Wei-guang a, LIU Ming b, ZHAO Wei-tao College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, Heilongjiang, China a anweiguang@hrbeu.edu.cn, b liuming1075@163.com Keywords: Local sunken plate, Finite element, Ultimate strength, Sensitivity expressions, Reliability analysis Abstract.

The Improvement of Generalized Particle Method for Nano-materials Molecular Dynamics Simulation Zhen Qing Wanga , Zeng Jie Yangb ,Yong Jun Wang c College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China awangzhenqing@hrbeu.edu.cn, byangzengjie@hrbeu,edu.cn, cwangyongjun@hrbeu.deu.cn Keywords: generalized particle, molecular simulation, nano-material, multi-scale Abstract.

Study On Temperature Field of Low Heat Accumulation Asphalt Concrete Pavement Zhenzhen LI1, a, Jianguang XIE1,b 1Departmen t of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing210016, Jiangsu, China alizhenzhen0821@sohu.com, bxiejg@nuaa.edu.cn Keywords: Low heat accumulation; Infrared powder; Temperature measurement; Temperature field; Asphalt concrete.
[3] Highway engineering asphalt and asphalt mixture test specification [S] (052-2000).

Plastic Dissipation and Temperature Field around a Steady Running Crack Wenbo Luo 1,2,a , Tingqing Yang 3,b 1 College of Civil Engineering and Mechanics, Xiangtan University, Xiangtan 411105, China 2 JSPS Fellow, Faculty of Engineering, Kobe University, Nada, 657-8501, Kobe, Japan 3 Department of Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China a luowenbo@xtu.edu.cn, b ytq0120@public.wh.hb.cn Keywords: Crack-tip plastic zone, heat dissipation, temperature field, crack growth.

Experimental study on coarse aggregate of stage filling for asphalt pavement Lijie Ma1,2, a, Yuliang Wang 1,2, b, Jinyu Zhang 1,2, c, 1 School of Civil Engineering, Hebei United University, No.46 Xinhua West Road,Tangshan 063009, China 2 Earthquake engineering research center of Hebei Province, No.46 Xinhua West Road, Tangshan 063009, China amalijie424@163.com, bfoxib@163.com,ctszjy@126.com Keywords: Stage filling; Mineral aggregate porosity; CBR; Grading Abstract.

Study on Cracking and Strengthening Measures in the Sluice Piers of a Overflow Dam Huaiyan JIANG1, a, Hongyu Zheng2,b and Huijuan Hu1,c 1Guangxi Polytechnic of Construction, Nanning, Guangxi, 530003, China 2College of Civil and Architecture Engineering, Guangxi University, Nanning, Guangxi, 530004, China ajianghuanyan@163.com, bzhenghyu@gxu.edu.cn, chgj1973@sina.com Keywords: Overflow Dam; Sluice Pier; Crack; Strengthen; Finite Element Method (FEM).
Pu: Water Resources and Hydropower Engineering, Vol. 31 (2000), p. 45 [2] Z.

., KT, 17, Woomyeon-dong, Seocho-gu, Seoul 137-792, Korea 2 Dept. of Civil and Environmental Eng., KAIST, 373-1, Kusong-dong, Yusong-gu, Daejon, 305-701, Korea 3 Network Infra Laboratory, KT, 463-1, Jeonmin-dong, Yusong-gu, Daejon 305-811, Korea a hyungwoo@kt.co.kr, bdskim@kaist.ac.kr, ckangwk@kt.co.kr Keywords: elastic wave propagation, lateral loading test, telecommunication poles Abstract.
[2] Chih-Peng Yu: Determination of Pile Lengths Using Flexural Waves: Geotechnical Engineering Report GR95-3, Geotechnical Engineering Center, The University of Texas at Austin (1995)

Experimental Verification of A Full-Size Buckling Restrained Brace Lin Liu1,a, Chao Liu1,b and Xuejun Yin2,c 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2Gerb (Qingdao) Vibration Control Co.
Chen: Engineering Structure Vol. 32 (2010), p. 2108 [5] M.