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The fin stabilizers, activated tank and other stabilizers are mainly used in the military vessels with rare application in civil ships because of their high manufacturing cost and life-cycle cost.
Jiang, “Robust adaptive control of underactuated ships on a linear course with comfort,” Ocean Engineering, vol. 30, pp. 2201–2225, 2003
Diaz, “Design of a multivariable robust controller to decrease the motion sickness incidence in fast ferries,” Control Engineering Practice, vol. 13, pp. 985–999, Dec.2005
[6] Alarin, Fuat,Internal model control using fuzzy control for ship roll stabilization, Journal of Marine Science and Technology, v 15, n 2, (2008),p 141-147 [7] Tiano,et al,Rudder roll stabilization by neural network-based control systems,Control Engineering Practice,(2009),33-44 [8] T.

School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083 2.Comprehensive Survey of Building Research & Design Institute Co., Ltd, Beijing 100007; 3.
China Huanqiu Contracting & Engineering Corporation, Beijing 100028 a jjl0081@163.com, b zhoumin@ncwu.edu.cn czhengjianhua@hqcec.com Keywords: post-grouting; large-diameter overlength pile; bearing capacity; static load test; side resistance Abstract.
Chinese Journal of Geotechnical Engineering, 2006,28(1): 113-117 (In Chinese)

Design Optimization and Safety Evaluation Of Cross-sea Bridge Barrier Lei Fang1,a, Liang Zhang2,b, Shuming Yan3,c, Ning Jia3,d, Min Jing3,e and Liang Ma3,f 1South China University of Technology School of Civil and Transportation Engineering, guangzhou guangdong 510641, China 2CCCC Highway Consultants Co., Ltd, Beijing 100088, China 3Beijing Zhongluan Traffic Technology Co.
Journal of Traffic and Transportation Engineering.
Journal of Traffic and Transportation Engineering.

Adaptability Analysis of New Ceiling Radiant Cooling Panels with Dedicated Outdoor Air Systems Used in Summer Moist Heat Regions Xuhan Zhang1, a, Nianping Li1, b, *, Jiguang Yan2 1College of Civil Engineering, Hunan University, Changsha, Hunan 410082, PR China 2YanTong Zhuhai Environmental Science & Technology Ltd., Zhuhai, Guangdong 519015, PR China asunny88330@163.com, blinianping@126.com Keywords: Ceiling radiant cooling panel, Dedicated outdoor air system, summer moist heat regions Abstract.
However, when this CRCP with displacement ventilation systems presented to US and other moist heat regions, researchers and engineers have almost universally been met with frustration.
New CRCP/DOAS system and its engineering projects In conclusion, to extend CRCP/DOAS systems in summer moist heat regions, we should solve the problem of uneven CRCP surface temperature distribution and insufficient outdoor air handling in the most economical way, without reducing thermal comfort and cooling capacity.

Jayabalan 3,c 1 Research scholar, Department of Mechanical Engineering, National Institute of Technology, Tiruchirappalli, India 2 Professor, Department of Mechanical Engineering, National Institute of Technology, Tiruchirappalli, India 3 Professor, Department of Civil Engineering, National Institute of Technology, Tiruchirappalli, India aaseerronald@yahoo.co.in, bksnsamy@nitt.edu, cpjeya@nitt.edu Keywords: Municipal solid waste, Banana fiber, Composites, Volume fraction.

Influence of Slenderness on Behavior of High-Strength Concrete-Filled FRP Tubes under Axial Compression Thomas Vincent1,a and Togay Ozbakkloglu1,b 1School of Civil, Environmental and Mining Engineering, The University of Adelaide, Adelaide, South Australia, Australia 5005 atvincent@civeng.adelaide.edu.au, btogay.ozbakkaloglu@adelaide.edu.au Keywords: Concrete; High-strength concrete (HSC); Fiber reinforced polymer (FRP); Confinement; Concrete-filled FRP tube (CFFT); Columns; Stress-strain relations; Slenderness.
Engineering Structures, Vol.30, No.9, pp.2448-2459
Journal of Structural Engineering, ASCE, Vol. 133, No.1, pp.44-56

Polytechnic Gomaram Medak , India 2Professor Department of Civil Engineering, Osmania University, Hyderabad, India asnarsingrao2006@gmail.com, bkravande@yahoo.com Keywords: SCF blocks, Carbon Neutral Block, Energy Efficiency, Embodied energy, GHG emissions.
[3] S.Narsing Rao, Ravande Kishore, Carbon Neutral Soil-Cement Fly Ash Blocks for Sustainable and Cost Effective Housing, International Conference on Structural Engineering and Construction Conference (ISEC-6), June 21-26, 2011 Zurich
Narsing Rao, Soil-Cement Fly Ash Slab Panel - A Cost-Effective Structural Element for Housing, Proceedings of the International conference on Structural Engineers World Congress (SEWC 2007), November 2-7, 2007, Bangalore, India

The Research of Low Temperature Performance of Asphalt Mixture Caili Zhang 1, a , Lianyu Wei 1, b ,and Qingying Meng 2, c 1School of Civil Engineering, Hebei University of Technology, Tianjin 300132 ,China; 2Tianjin Municipal Engineering Research Institute ,Tianjin 300074 ,China; azhangcailimeng@163.com, bwly57@126.com ,cmengqy_76@tom.com Keywords: Asphalt mixture; Low temperature crack resistance; Theraml stress restrained sample tests; Bending test at low temperature; Bending strain energy density Abstract.To address Superpave graded and AC graded asphalt mixture, bending test at low temperature and thermal stress restrained sample tests are used respectively to evaluate the low temperature performance of asphalt mixture.
[7] Standard Test Methods of Bituminous Mixtures for Highway Engineering (JTJ 052-2000).

Bunger2,b 1 CSIRO Earth Science and Resource Engineering, Melbourne, Australia 2Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, PA, USA ajames.kear@csiro.au, bbunger@pitt.edu Keywords: Static fatigue; Rock strength; Laboratory testing Abstract This paper presents static fatigue laboratory experiments conducted in three different configurations.
Rawlings, Composite materials: Engineering and Science. 1999, p. 470

Deterioration of FRP-concrete interface under the environment of dry-wet cycling at high temperature based on Reliability Theory Ting Yang 1,a 1Wuhan University, Institute of civil engineering, Wuhan 430072 Hubei, China a yangt329@163.com Keywords: FRP-concrete interface, durability, reliability, interfacial fracture energy Abstract: Five conventional tests (Shapiro-Wilk test, Kolmogorov-Smirnov test, Cramer-von Mises test, Anderson-Darling test and Chi-Square test) were carried out in this paper to learn the probability distribution of fracture energy of FRP-concrete interface under the environment of dry-wet cycling at high temperature.
Subramaniam, Mohamad Ali-Ahmad, Michel Ghosn, Freeze-thaw degradation of FRP-concrete interface: Impact on cohesive fracture response, Engineering Fracture Mechanics, 75 (2008) 3924-3940
[15] G.F Zhao, J.Y Cao, K.Q Zhang, Reliability of Engineering Structure, Science Press, Beijing, China, 2011.