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Zhou: International Journal of Impact Engineering. 25, (2001), p. 869 [9] Q.M.
Ohno: International Journal of Impact Engineering. 34 (2007), p. 1546 [12] A.
Jiang: Frontiers of Architecture and Civil Engineering in China. 3 (2009), p. 131 [17] J.
Huang: International Journal of Impact Engineering. 36 (2009), p. 1327 [20] A.
Rajak: Architecture Civil Engineering Environment. 3 (2011), p. 77 [25] U.S.

Dynamic Responses of a Scaled Tension Leg Platform, Wind Turbine Support Structure in a Wave Tank Jimmy Murphy1,a, Richard O’Shea2,b, Keith O’Sullivan3,c and Vikram Pakrashi4,d 1 Hydraulics and Maritime Research Centre, University College Cork, Ireland 2 Dynamical Systems and Risk Laboratory, Department of Civil and Environmental Engineering, University College Cork, Ireland and Hydraulics and Maritime Research Centre, University College Cork, Ireland 3 Hydraulics and Maritime Research Centre, University College Cork, Ireland 4 Dynamical Systems and Risk Laboratory, Department of Civil and Environmental Engineering, University College Cork, Ireland aJimmy.murphy@ucc.ie, b110317853@umail.ucc.ie, c k.p.a.osullivan@umail.ucc.ie, dV.Pakrashi@ucc.ie Keywords: Monitoring of renewable energy systems, Tension leg platform, Wave tank, Scaled dynamic testing Abstract.
ASME Journal of Offshore Mechanics and Arctic Engineering, 123 (2001), 112-117
ASME Journal of Offshore Mechanics and Arctic Engineering, 123 (2001), 119-123
Engineering Structures, 31 (2009), 2236-2246
Journal of Wind Engineering and Industrial Aerodynamics, 97 (2009), 287-297

,China 3 Guilin University of Technology,College of Civil Engineering,China aemail, zhuwanxu@vip.163.com Keywords: Epoxy-coated steel wire; Epoxy-coated strand; Epoxy coating; cable system Abstract.
In practical engineering, in spite of various measures taken, PE outer sheath of cable generally at 1 to 8 years have a cracking start[3].
Tests are performed by the state-level laboratories such as China Metal Structure Test Center of Shipbuilding Industry and Structure Test Center of Zhongtie Major Bridge Engineering Group Co.
Engineering applications Since 2000, the epoxy-coated wire (strand) cable systems have been widely used in China.
[3]Changyu Shao, The new century, the development prospect of China's railway cable-stayed bridge ,China Civil Engineering Society Institute of Bridge and Structural Engineering 14th Annual Conference Proceedings, 2000 , In Chinese

Introduction With the development and utilization of underground space in major cities, taking full advantage of the existing civil defense structure has been the subject of considerable discussion during the construction of urban rail transit networks as it can effectively use the national asset, increase the utility rate of underground space, curtail newly-built projects and reduce investment.
References [1] Mingli Huang, Hongzhu Fan, Zhongsheng Tan:The 11th National Academic Conference of Rock Mechanics and Engineering proceedings. 2010:307-312.
The 8th academic and technology seminar of tunnel and underground engineering across the straits, Vol.11(2009), p.B17-1~B17-12.
(In Chinese) [4] Zhangzhong Wu, Guangli Xu, Li Wu: Chinese Journal of Geotechnical Engineering, Vol.31(2009), p.172-177.
(In Chinese) [12] Ting Wang, Furong Luo, Weining Liu, Xinggao Li: China Civil Engineer Journal, Vol.45 (2012), p.155-161.

Study on vibration of Futian underground hub in Guangzhou-Shenzhen-Hong Kong high-speed rail Jie Yao1,2,a, Mingqing Xiao2,b, Dun Huang2 ,GuanghuaYang1,3 1School of Civil and Architectural Engineering, Wuhan University,Wuhan,430072,P.R.
This makes the modeling relatively simple, the huge number of soil elements can be avoided, and leads to high calculating efficiency, thus is particularly suitable for application in engineering vibration analysis and design.
The soil damping coefficient is taken between 0.03 ~ 0.05, by analogous engineering experience[12].
Degrande, Soil Dynamics and Earthquake Engineering, 2010,30(3)：82-97
(In Chinese) [11] Wanming Zhai :Vehicle-track coupling dynamics ( Third Edition )(Science Press, China 2007)(In Chinese) [12] Changshi Pan, Zhengguang Xie, China Civil Engineering Journal,1990,23(2)：21-28．

Influence Coefficient of Filler Plates in Built-up Cruciform Section Members Formed by Two Equal-leg Angles Longyu Yang1,2, a, Zhengliang Li1,2,b 1College of Civil Engineering, Chongqing University, Chongqing 400030, China 2Key Laboratory of New Technology for Construction of Cities in Mountain Area, China ayanglongyu@vip.163.com, blizhengl@hotmail.com Keywords: high strength steel; built-up cruciform section formed by two equal-leg angle; filler plate; influence coefficient; experimental investigation; EHV transmission tower.
[5] Yuanlong Zuo, Zheng Zhao, etc.: Engineering Journal of Wuhan University, Vol. 40(2007), p. 209-213, in Chinese
[8] Longyu Yang, Zhengliang Li, etc.: Journal of Sichuan University(Engineering Science Edition), Vol. 42(2010), p. 203-208, in Chinese
[10] Xinmin Wang: ANSYS: numerical analysis of engineering structure (China Communications Press, Beijing 2007), in Chinese
[11] Hanming Pan, Yanlin Guo, Shuo Liang, etc.: China Civil Engineering Journal, Vol. 40(2007), p. 11-17, in Chinese

Research on Connection Method and Mechanical Performance of Column-wall Subassembly without keyway under the One-way Horizontal Load in Precast Frame-shearwall Structure Weijian Zhao1, a, Shenming Yuan1, b , Jiaxin Tong1, c and Yenan Guo1, d 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning,110168, China azhaoweijian75@hotmail.com, bysm15998268375@sina.com, clovelblove@163.com, ddue423@gmail.com Keywords: precast, frame-shearwall structure, finite element, column-wall subassembly, numerical simulation Abstract: For the study of column-wall connection technology of precast frame-shearwall structure system, four practical connection methods of wall-column subassembly in precast frame-shearwall structure were proposed in this paper.
The research results can provide theoretical references for related experimental researches, engineering designs and constructions.
(2) This article preliminary verified the feasibility of the proposed four kinds of frame-shearwall structure column-wall connection methods without keyway, the research of this paper can provide the reference for related experimental research, engineering design and construction

Dynamic Stress Concentration Analysis of Multiple Circular Cavities near Multiple Semi-cylindrical Alluvial Valleys Huiwen Wang1, a, Zailin Yang2, b and Huanan Xu2, c 1Department of Materials and Chemistry Engineering, Heilongjiang Institute of Technology, Harbin 150050, China 2College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China ahuiwenwang9@sohu.com, byangzailin00@163.com, chntiger_86@126.com Keywords: SH-waves, Multi-polar coordinates, Complex function, Semi-cylindrical alluvial valley, Circular cavity, Dynamic stress concentration factor.
When the alluvial valleys are “softer”, DSCF dose not always decrease as increases especially under incident waves with high frequency, which should be paid more attention to in design and engineering practice.
Acknowledgement This study was supported by National Natural Science Foundation of China (10972064), Key Teaher Foundation of Educational Commission of Hubei Province of China (1152G30) and Key Laboratory Foundation of Earthquake Engineering and Engineering Vibration, China Earthquake Administration (2009A06).
Liu: Earthquake Engineering and Engineering Vibration. 1(1) (2002), p. 36-44
Liao: Earthquake Engineering and Engineering Vibration. 16(2) (1996), p.1-13.

Investigation of pore structure for manufactured sand mortar Zhenghong Tian1,a, Jingwu Bu2,b 1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering of Hohai University, Nanjing, China 2College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, China aE-Mail: zh-tian@hhu.edu.cn bE-Mails: bujingwu2008@163.com Keywords: Manufactured sand; Pore structure; Most probable pore size; Threshold radius; Theoretical model Abstract.
Introduction Due to reserves reduction and extraction occurs now, natural sand served for civil engineering are facing cost increasing and quality degenerating.
The most widely known mathematic expressions of the relationship involving strength and porosity of porous engineering materials have been reported in the literatures [10-13].
The science and technology of civil engineering materials.
Prentice hall international series in civil engineering and engineering mechanics

Abbas3,c 1PhD, candidate Department of Civil Engineering, University of Baghdad, Baghdad, Iraq 2,3Assist.
Dr., Department of Civil Engineering, University of Baghdad, Baghdad, Iraq airaqcivilm@gmail.com, bdr.ali-alahmed@coeng.uobaghdad.edu.iq, cdr.zena.k.abbas@coeng.uobaghda.edu.iq Keywords: RC columns; steel embedded tube; hollow ratios; experimental study; eccentricity.
To examine the load-deformation behavior of columns with various sizes of steel embedded tubes; experimental tests were carried out in the Heavy-Equipment Laboratory of the Department of Civil Engineering at the University of Technology, Baghdad, Iraq.
“Seismic assessment of hollow core concrete bridge piers.”9th Canadian Conf. on Earthquake Engineering, Ottawa
International Journal of Engineering & Technology, 2018, 390-394