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Earthquake engineering [M].
Earthquake engineering and engineering vibration, 2006, 26 (21) :1-9.
[5] highway engineering anti-earthquake design specification [5].
Journal of civil engineering, July 2006 (10) : 80-86.
Earthquake engineering and engineering vibration, 2003, 10 (1) : 95-102.

Development of Onboard Motorcycle System to Measure On Road Driving Pattern Atthapol SEEDAM 1, a , Thaned SATIENNAM 2, b * , Thana RADPUKDEE 3, c and Wichuda SATIENNAM 4, d 1Department of Mechanical Engineering, Faculty of Engineering, Khon Kaen University, 40002, Thailand 2,4Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, 40002, Thailand 3Department of Industrial Engineering, Faculty of Engineering, Khon Kaen University, 40002, Thailand aatthapol.see@gmail.com, bsthaned@kku.ac.th, crthana@kku.ac.th, dwichsa@kku.ac.th Keywords: Onboard Measurement System, Motorcycle, On Road Driving Pattern Abstract.
Srisa-ard, Study of Vehicle Kilometers of Travel and Fuel Consumption Rate for Estimating CO2 Emission of Vehicles Traveling in Khon Kaen City, KKU Engineering Journal, Vol.41, No.3, 2014.

Liu Xinting[3] and Xue Jingjing[4,5] took the samples all immersed in the distilled water for 48 hours to make samples saturate, on the basis of "water conservancy and hydropower engineering rock test procedures" (SL264-2001) [6], and to simulate the effect of water on rock specimen of one cycle.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51379106), Postgraduate Excellent training Fund of China Three Gorges University（2013PY016）and Hubei Province Special Funds for Construction of Key Disciplines of Civil Engineering（PY201304）.
SL 264-2001 Water resources and hydropower engineering rock testing procedures [S].
SL 264-2001 Water resources and hydropower engineering rock testing procedures [S].
Chinese Journal of Rock Mechanics and Engineering,2003，22（s2）：2703-2706（In Chinese）

Analysis on monitoring and forecasting of highway slope Jing Jin1a，Xiaoyong Liang1b 1School of Civil Engineering, HeBei university of Science and Technology, Shijiazhuang Hebei 050018, China ajinjing05@sina.com bliaxiayon_2001@163.com Keywords: highway, remote supervisory and monitoring, forecasting and prediction, prediction models, prediction criterions Abstract.
Introduction With the development of engineering construction to the mountainous direction, will be more and more slope engineering.
For slope engineering construction and maintenance, in the late of the geological disaster forecast, cannot leave the monitoring work.
Slope project monitoring Slope monitoring according to the content of the engineering level, geological conditions and the importance of governance measures factors such as comprehensive consideration, general project has cracks, displacement monitoring, sliding surface, surface water, groundwater monitoring, precipitation monitoring signs and macroscopic deformation monitoring, etc [4].As a result of the engineering slope is more zonal distribution along highway, long distance, small size, quantity, so the way of highway slope engineering monitoring should follow the concise, automation, the principle of real-time, remote, and economization.

Hydrodynamic Pressure Effect Analysis of Double-column Pier in Deep Water under Earthquake Actions Furong Li 1, a, Zhihua Wang 2,b 1College of Civil Engineering, Yancheng Institute of Technology, Yancheng, 224051, China 2College of Transportation Science & Engineering, Nanjing University of Technology, Nanjing, 210009, China a lifurong_yc@163.com, b wangzhihua@163.com Keywords: double-column pier, hydrodynamic pressure, added water mass, earthquake.
Earthquake Engineering and Structural Dynamics, Vol. 16 (1988), p. 98-102
Earthquake Resistant Engineering and Retrofitting, Vol. 28 (2006), p. 83-87,in Chinese
Earthquake Engineering and Engineering Vibration, Vol. 28 (2008), p. 114-121,in Chinese
Journal of Engineering Mechanics, Vol. 4 (1998), p. 892-900.

Semi-active vibration control structure with MR-TLCD under wind load Hongxin Suna, Xiuyong Wangb School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, 411201, China acehxsun@gmail.com, bxywang_cs@sina.com Keywords: Structure control, Magnetorheological tuned liquid column damper, Wind induced control, Simple Bi-State algorithm Abstract.
Wang: submitted to Engineering Structures (1995)
Samali: submitted to Engineering Structures (1996)
Kareem : submitted to Journal of Structural Engineering, ASCE (2003)
Xu: submitted to Engineering Structures (2000)

Seismic Performance Analysis of Tower Lines System under Multiple Support Excitation Sun Jianmei1,2 Li Junqiang1 Yang Fugang3 (1 Shanghai University of Electric Power, Shanghai, China 200090 2 Department of Civil Engineering, Southeast University, Key lab of RC & PC Structure, Ministry of Education, Nanjing, China 210096 3.
Acknowledgements Supported by Innovation Program of Shanghai Municipal Education Commission(09YZ348) Supported by Shanghai Municipal Natural Science Foundation(08ZR1408700) Sun Jianmei（1974）, Post-Doctor, Structural Engineering Reference [1] YI Ronghua, L I Dong2liang , A Seismic damage and analysis of power transmission s towers, World Earthquake Engineering Vol 21, No. 1 .
Earthquake Resistant Engineering, 2003, Vol. 39(1), pp. 36-39
[8] SUN Jingjiang, JIANG Jinren. the spectral parameters Kanai-Tajimi corresponding to code response spectrum [J]. world Earthquake Engineering,1990(1): 42-48 [9] HU Yu-bin, MA Ren-le.
Structural Engineers, 2002, Vol. 3, pp. 62-66.

The random response of a single degree of freedom generalized Maxwell damping structure Wanjie Zou1, a, Chuangao Li 1, b Yunxia Zhang 1, c 1School of Civil Engineering, Guangxi University of Technology, Liuzhou, 545006, China.
Random seismic response spectrum and its application base on random ground motion model[J], Earthquake engineering and Engineering Vibration 1994.14(1) P.14-23 [2] Fang tong.
Engineering random vibration.
The viscoelastic damping structure design[M] Wuhan: Wuhan University of Technology press2006 [4] Li chuangdi,Huang tianli .Complex modal method for random earthquack reponese analysis of base isolated structure, [J]Earthquake engineering and Engineering Vibration2002.22(6) [5] Lin.Y.Y.Chang.K.
C, Study on damping reduction factor buildings under earthquake ground motiongs[J].Journal of Structural Engineering,2003,129(2): P.206-214

Research on Damage Identification of Suspension Bridge by Wavelet Analysis of the Strain Mode Deqing Guan1, a, Qi Tang2, b and Hongwei Ying3,c 1,2,3School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410076, China acsgdq@126.com, btangqi198804@126.com,cyinghongwei624@126.com Keywords: Suspension bridge, Strain mode, Damage identification, Wavelet analysis.
In practical engineering, modal data can be acquired easily through the vibration test, so the method receives extensive attention.
So, this method may be useful in damage identification of engineering structures.
Xia: Engineering Structures Vol. 33 (2011), p. 3246-3256 [5] T.H.T.
Fujino: Engineering Structures Vol. 30 (2008), p. 462-477

It can’t simultaneously be on several components of engineering project in the query statistics and analysis.
Thomas: Journal of Computing in Civil Engineering, Vol.17 (2007).21, p.441
Zhang: Engineering Mechanics, Vol.13 (2005).1, p.220
Liu: Journal of Engineering and Technology, Vol.23 (2007).2, p.6
Ji: Journal of Engineering and Technology, Vol. 20 (2006).4, p.103