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A Study on Dynamic Motion and Wave Power in Multi-Connected Float-Counterweight Type of Wave Energy Converter Kesayoshi Hadano1, a, Pallav Koirala2,b and Byung Young Moon3,c 1Dept. of Marine Environmental Engineering, Yamaguch University, Japan 2Institute of Ocean Energy, Saga University, 840-8502, Japan 3Department of Naval Architecture and ocean Engineering, Kunsan National University, S.
Acknowledgements This research was financially supported by the Korea Institute for Advancement Technology through the Industry-university convergence district development project(No. 2014B14969470) References [1] Hadano, K., Matsuoka, K., Koirala, P., Nakano, K. and Taneura, K., “Study on the Dynamics of the Movable Body-type Wave Energy Converter with Power Storage Function,” Journal of Japan Society of Civil Engineers, Ser.
[2] Koirala, P., Hadano, K., Nakano, K. and Taneura K., “Dynamics Model of Movable Body-type Wave Energy Converter Considering Two Dimensional Motions of the Float,” Journals of the Japan Society of Civil Engineers B (JSCE), Vol. 65, No. 3, pp. 189-197, 2009
[3] Hadano, K., Koirala, P., Taneura, K., Ohgi, K. and Ohnishi, T., “On the Vertical Motion of Water in the Chambers for Wave Energy Converter,” Proceedings of the Twenty-third International Offshore and Polar Engineering Conference, Alaska, USA, Vol.1, pp.516-519, June, 2013

The Freeway Energy Conservation and Emission Reduction Guarantee System Research Ziqiang Li 1, a, Zheng Li 2, b 1,2 School of Civil Engineering & Architecture Chongqing Jiaotong University Chongqing China alzq1102dd@163.com, blizheng212@vip.qq.com Keywords: Energy Conservation, Emission Reduction, Policy Guarantee System, Technology Guarantee System.
Freeway route design should introduce energy conservation and emission reduction standards for energy conservation design: the freeway linear design (flat curve, longitudinal curve), freeway tunnel segment and bridge segment design (including tunnel ventilation lighting facilities, electromechanical implementation, civil Foundation facilities), traffic engineering and the along facilities design (including traffic security facilities, traffic flag marking) should ahead of introduced energy saving emissions design concept, through formulate corresponding design for energy conservation and emission reduction standard, from the "source" of reducing energy loss in freeway planning and design stage.
Use energy conservation construction machinery: the construction site should comprehensively evaluate the engineering design which is currently used.
References [1] Ruediger Lamm, Basil Psarianos and Theodor Mailaender: Highway Design and Traffic Safety Engineering Handbook.
Zhang: Engineering and Construction (In Chinese), Vol. 23 (2009) No.6, p.863-864.

Three dimensional highway real-time visual system design and application Haifeng Li1, Xuejun Xu2, Xinsha Fu2 1 School of Civil and Architectural Engineering, Central South University, Changsha, China 2College of Civil Engineering and Transportation, SCUT, Guangzhou, china 510641 1lehaifeng@gmail.com Keywords: Highway, three dimensional, real-time, visual, simulation.
Journal of Central South Highway Engineering, 29 p. 89-90 [3] David H.
Triangle: Engineering a 2D Quality Mesh Generator and Delaunay Triangulator.
Real-time 3D Road Animation Based on Digital Terrain Model, Computer Engineering, 31 p. 196-197

Youn 3,e 1 Department of Civil Engineering, Hongik University, 72-1 Sangsu-dong, Mapo-gu, Seoul 121-791, Korea 2 Daehan E&C Co., Ltd., Namyang Building 5F, Samjeon-dong, Songpa-gu, Seoul 138-180, Korea 3 Department of Civil Engineering, Seoul National University of Technology, 172 Kongneong-dong, Nowon-gu, Seoul 139-743, Korea a hj5898@daum.net, bleeseungsik@yahoo.com, csjyoon@hongik.ac.kr, ddaehanenc@chol.com, e sgyoun@snut. ac.kr Keywords: FRP, Concrete, Composite bridge deck, Shear connector, Experiment.
R01-2002-000-00308-0 from the Basic Research Program of the Korea Science & Engineering Foundation and also partially supported through the Project, "Development of Steel-free Bridge Deck" of Korea Institute of Construction Technology.
Fisher: AISC Engineering Journal, Vol. 8, No. 2, (1971), p. 55
Driscoll: Fritz Engineering Laboratory Report 279.10 (Lehigh University, Pensylvania 1962)

Experimental Study of Effects of Operation Parameters on Efficiency of Vibratory Pile Driving Huiping ZHENG 1, a, Lin CHEN 1,b, Wei WANG 2,c, Liqiang Peng1,d, Jiayu ZHANG 1,e 1School of Mechanical Engineering, Hebei University of Science and Technology, Shijiazhuang Heibei, 050018, china 2Nanjing Chenguang Group Co.
References [1] Liu Xiyuan: Foundation Engineering (China Building Materials Press, Beijing 2009) (In Chinese) [2] Fei Yuyuan and Sun Zhen: Civil Engineering Construction (China Machine Press, Beijing 2006) (In Chinese) [3] College of Civil Engineering and Architecture, Xi‘an University of Architecture and Technology: Concrete Machinery and Pile Driving Machinery (China Construction Industry Press, Beijing1982) (In Chinese) [4] Nogami T, Ren Fenzhi and Chen JenwhaVertical: Journal of Geotechnical and Geoenvironmental Engineering.

Use of Thermal Insulating Perlite Composite Materials Based on Geocement to Protect Technological Equipment Vít Petránek1,a, Sergii Guzii2,b, Pavlo Kryvenko2,c, Konstantinos Sotiriadis1,d and Jan Maňák1,e 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic 2Kiev National University of Civil Engineering and Architecture, V.D.
Guziy in: Fireproof Coatings on the Basis of Alkaline Aluminum Silicate Systems, Developments in Strategic Materials: Ceramic Engineering and Science Proceedings, Vol. 29, Issue 10, 2009, p. 129 [6] P.
Building Materials, Products and Sanitary Engineering, No 47, Kiev, Ukraine (2013), p. 89.
Building Materials, Products and Sanitary Engineering, No 49, Kiev, Ukraine (2013), p. 13.

Internal relative humidity and drying shrinkage of lightweight aggregate concrete Xiuhua Zheng1,a*, Yufeng Zhai2,b , Shizuo Zhan1,c Shujie Song3,d, 1,School of Transportation Science and Engineering, Harbin Institute of Technology, P.R.
Many domestic and foreign engineering practices have proved that the lightweight aggregate concrete could bring the comprehensive economic benefit in reduce of total weight of the structure, foundation load, material consumption and transportation quantity [1].
Taylor, et.al.: Influence of the Type of Coarse Lightweight Aggregate on Properties of Semilightweight Self-Consolidating Concrete, Journal of Materials in Civil engineering, 24 (12) (2012), p. 1474-1483
Nayak: Light weight concrete with sintered fly ash aggregate: A study on partial replacement to normal granite aggregate, Journal of the Institute of Engineers, India: Civil engineering Division, 85 (11) 2004), p. 84-87.

Response of Concrete Filled Carbon Sheet Tube Column under Axial and Lateral Loads Kyoung Hoon Lee1, a, Heecheul Kim2,b and Jaehong Kim3,c Young Hak Lee2,d 1Provincial Fire and Disaster Headquarters, Department of Protection and Prevention in Gyeong-Gi Province, Suwon, Korea 2Department of Architectural Engineering, Kyung Hee University, Yongin, Korea 3Samsung C&T Corporation, Seoul, Korea aleekhun@gg.go.kr, bkimhc@khu.ac.kr, cjkimstructure@gmail.com, dleeyh@khu.ac.kr Keywords: fiber reinforced polymer sheet tube, concrete, column, lateral capacity Abstract.
Kim: Canadian Journal of Civil Engineering Vol. 31 (2004), p. 178-188 [4] H.C.
Park: Journal of Structural Engineering Vol. 114 (1998), p. 1804-1825 [6] M.
Yoon: Canadian Journal of Civil Engineering Vol. 31 (2004), p. 189-203 [8] Y.H.
Teng: Journal of Structural Engineering Vol. 128 (2002), p. 612-623

Experimental Study On Shear of Reinforced Concrete Beams with High Strength Rebars as Stirrups under Different Shear Span Ratios Peng Li1, a, Xiantang Zhang1, b Mingping Wang2,c 1 College of Architecture and Civil Engineering, Shandong University of Science and Technology, Qingdao, Shandong, 266590, China 2College of Civil Engineering, Qingdao Technological University, Qingdao, Shandong, 266033, China alipeng@sdust.edu.cn, bzzxhtm@163.com, cwangmingpin@126.com Keywords: HRBF500 rebars, concrete beam, shear span ratio, diagonal crack, shear-bearing capacity Abstract.
Introduction In China, as rebar engineering develops rapidly, steel bar of grade 500MPa has been used in some high- rise buildings[1,2].
Some references have been provided for promoting the real dissemination and application of HRBF500 high strength steel bars in the practical engineering.
Engineering Mechanics, 2011,28(10): 152-157.

Additive Load Influence Analysis of Shield Tunneling Construction on Adjacent Piles Gang Wei 1, a*, Jie Hong 2, Xin-jiang Wei 1,2 1 Department of Civil Engineering, Zhejiang University City College, Hangzhou, China 2 College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China aweig@zucc.edu.cn (*Corresponding author) Key words: shield tunnelling; pile foundation; bulkhead additive thrust; soil los; additive load Abstract: The distribution regular of total additive load induced by bulkhead additive thrust, force of friction between shield and soil, and soil loss during shield tunnelling construction was studied.
Journal of Geotechnical & Geoenvironmental Engineering , 2005, 132(2): 193–201
Journal of Geotechnical and Geoenvironmental Engineering, 1999, 125(3): 207–215
Journal of Zhejiang University (Engineering Science), 2008, 42(11): 2009－2014.