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Box 29, Seoul 425-600, Korea 2Department of Civil and Environmental Engineering, Wonkwang University, Iksan, 570-749, Korea 3Department of Civil and Environmental Engineering, Wonkwang University, Iksan, 570-749, Korea 4Department of Mechanical and Automotive Engineering, Wonkwang University, Iksan, 570-749, Korea ahycho@kordi.re.kr, bstjeong@wonkwang.ac.kr, ckodh02@wonkwang.ac.kr, dlsheagle@wonkwang.ac.kr Keywords: Kernel Density Function, Smoothing Parameter, Tidal Elevation, Normality Test.
References [1] US Army Corps of Engineers, Coastal Engineering Manual, Washington D.C, Chapter VI-6, 2007
Takagi, A reliability design method of caisson breakwaters with optimal wave heights, Coastal Engineering Journal. 42. 4 (2000) 357-387
Occurrence probability of tidal level and its effect on stability of breakwater, Proc. of Civil Engineering in the Ocean, JSCE, 12 (1996) 261-266
Journal of Korean Society of Coastal and Ocean Engineering. 16 (2004) 152–161.

Calculated by a space finite element model which fits the actual status and has been built with midas Civil (a integrated solution system software for bridge and civil engineering), space influence line is extracted.
(In Chinese) [2] Haoxiang He, Weiming Yan, Hua Ma, Zhuo Wang: Journal of Earthquake Engineering and Engineering Vibration.Vol.28 No.4 (2008), p.155-160.
(In Chinese) [3] Leihong Li, Qiuhai Lu, Gexue Ren: Engineering Mechanics.Vol.19 No.1 (2002), p.109-114.
(In Chinese) [5] Xueshan Yang, Xingmi Hou, Zhenpeng Liao, Zhenping Huang: China Civil Engineering Journal.Vol.35 No.2 (2002), p.92-96.
(In Chinese) [7] Xiaonian Li, Airu Chen, Rujin Ma: China Civil Engineering Journal.Vol.46 No.3 (2013), p.79-84.

Influence of the cross section of hood on the compression wave generated by a high-speed train Yaguang Yan School of Civil Engineering,Hebei University of Engineering, Handan 056038,P.R.China yaguangyan@gmail.com Key words: hood; cross section;compression wave; numerical computation Abstract:An analysis is made of the compression wave generated when a high-speed train enters a tunnel with hood.
Proving calculation model This paper adopts three engineering experience formulas to calculate the maximum value of pressure change about the compression wave in tunnel,and taking the results to compare with the result of numerical model.
Engineering experience formula.The engineering experience formula has usually three kinds[3].They are shown in the following.
References [1] Woods W A,Pope C W.A:Journal of Wind Engineering and Industrial Aerodynamics, 1981(7),p.331
[2] Yaguang Yan, Qingshan Yang,Jian Zhang:International Conference on Civil Engineering and Transportation 2011,2011,p.1143 [3] Vardy A E,Dayman B:Proc 3rd International Symposium on the Aerodynamics and Ventilation of Vehicle Tunnels.

Study on Records of the Wenchuan MW 8.0 Strong Earthquake in 2008 En Guo1,2,a Xiyuan Zhou2,b Zuozhou Zhao1,c Hang Sun3,d 1 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, 100084, China 2Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 100124, China 3School of Communication Science and Engineering, Harbin Institute of Technology, Harbin, 150090, China aguoen89@emails.bjut.edu.cn, bzhouxy@bjut.edu.cn, czzzhao@tsinghua.edu.cn, dbridge_hit@126.com Keywords: acceleration record, attenuation curve, peak ratio, peak average.
Engineering and Technical Reports on China Digital Strong-Motion Observation Network, Project Inspection Report (2008).
Journal of Earthquake Engineering and Engineering Vibration. 29: 1-13(2009)
In: Earthquake Engineering [M], Earthquake Press(1988).
，Fundamentals of Earthquake Engineering，Prentice-Hall，Englewood Cliffs,N.J.(1971).

Study on Buckling of an H-Shaped Steel Member with Initial Geometric Imperfection Peng Niu 1,2 a*,Gang Yang 2,b，Chunfu Jin 3,c 1School of Architecture and Civil Engineering, Shenyang University, Shenyang, China 2Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, China 3School of Hydraulic and Civil Engineering, Dalian University of Technology, Dalian, China anp777@126.com , byanggang@dlmu.edu.cn, ckim777@126.com Key words: steel structure; elastic-plastic buckling; initial geometric imperfection; Ježek method Abstract.
Engineering Mechanics.
Key Engineering Materials .Vols. 452-453 (2011) ,p.485-488 [4] Peng Niu, Gang Yang, Chunfu Jin, et al.
Engineering Mechanics.
Key Engineering Materials.

Experimental Study on Mechanical Behavior of Concrete Loading along Path (Constant Stress, Constant Strain, Increasing Strain) Zhe Wang 1, a, Jing Li 1, b and Renjie Shang 2, c 1 School of Civil Engineering Beijing Jiaotong University, Beijing 100044, China 2 Central Research Institutes of Building and Construction, MCC Group; Beijing 100088，China a zhwang@bjtu.edu.cn, b 314666466@qq. com, cshangrj2000@yahoo.com.cn Keywords: normal concrete; constant stress; constant stress; strength; strain.
Using the solid defoamer produced in Beijing Construction Engineering Research Institute.
Bishop, Sixth Rankine lecture: the strength of soil as engineering material, Geotechnique, 16 (1966) 89-130
Zhang, Experimental investigation of concrete strength under biaxial and triaxial compressive stresses, China Civil Engineering Journal, 2 (1987) 15-27
Ma, Mechanical behavior of concrete under triaxial compression - Loaded along paths in (stress, train, train) pace, Electric Technology and Civil Engineering, (2011) 2358-2361.

Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, School of Civil Engineering and Archittecture , Guangxi University, Nanning 530004, P.R.
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.
Li, Seismic response analysis of large scale aqueducts, China Civil Engineering Journal, 2001, 34(3), 29-34, in Chinese
Tang etc., Anti-seismic analysis of aqueduct structure, Journal of Hydroelectric Engineering, 2004, 23(5), 40-43, in Chinese
Pan, Estimation of vertical seismic action for large-scale beam aqueduct, China Civil Engineering Journal, 2003, 36(2), 10-15, in Chinese

., Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor, Malaysia 2Research student, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor, Malaysia 3Prof.
Emeritus Dr., Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor, Malaysia aadnanz@uthm.edu.my, bnursyahidah.saedon@yahoo.com, cbismail@uthm.edu.my dennysfara@gmail.com Keywords: peat soil, undisturbed sample, linear shrinkage, 4 dimensional points Abstract.
Introduction In civil engineering, there are many construction problems related to the development on soft soil areas especially peat soil area.
The definition of peat varies between soil science and engineering as well as different countries.
Huat, , Organic and peat soil engineering, Universiti Putra Malaysia.

Soebur Rahman1,a*, Mahbuba Begum2,b 1Ph.D Candidate, Department of Civil Engineering, BUET, Bangladesh 2Professor, Department of Civil Engineering, BUET, Bangladesh.
Skrabek, Statistical analysis of slender composite beam–column Strength, Journal of Structural Engineering, ASCE;vol118(5):1312–31,(1992) [3] K.S.
Dowling, The ultimate strength of composite columns in biaxial bending, Proceedings of the institution of civil engineers, Part 2, 251-272,(1973) [4] P.R.
Journal of structural Engineering,vol 123,No.9pp 1163-1171, (1997) [5] N.E.
Pop, Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading, International Scientific Conference Urban Civil Engineering and Municipal Facilities, SPbUCEMF-2015Procedia Engineering 117 pp 439 – 451( 2015 ) [8] S.

ICIE 2017 Procedia Engineering. 2017.
ICIE 2016 Procedia Engineering. 2016.
Magazine of Civil Engineering. 2017. 75(7).
Magazine of Civil Engineering. 2017. 72(4).
Magazine of Civil Engineering. 2017. 75(7).