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Durability of Bond Interface between CFRP and High Strength Concrete under Wet-dry Cycling and Sustained Loading Suyan Wang 1, a, Luxi Li1, b, Suodong Zhang1, c and Lei Hong1, d 1State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, Liaoning, China, 116023 bccinthesky@126.com Keywords: CFRP, high strength concrete, bond property, wet-dry cycles, sustained load, durability Abstract.
Introduction High strength concrete has been widely used in high-rise, long-span structures, as well as jetties, oil platforms and other ocean engineering architectures due to its superiority in technology and economic performance.
Acknowledgements This investigation was supported by the National Natural Science Foundation of China (NO. 51378089) and the Independent Research Project of State Key Laboratory of Coastal and Offshore Engineering (NO.
Ghosn: Journal of Engineering Mechanics, Vol. 132(2006), p. 914
Hu: Experiment Study on Durability of FRP Strengthening Civil Engineering Structures under Load and Aggressive Environment [D].

Morphology of Formulated Used Cooking Oil Foam (FUSCOF) Created For Lightweight Greencrete Hafiz M.M.A. 1, Ridzuan A.R.M.2, Faiza A.M.3, Fadzil M.A.4 and Nurliza J.5 Institute of Infrastructure Engineering and Sustainable Management (IIESM) Faculty of Civil Engineering, Universiti Teknologi MARA 40450 Shah Alam, Selangor, Malaysia mohdhafizmdali@gmail.com1,ruslanridzuan@yahoo.co.uk 2, ahmadfaiza@salam.edu.my 3, fadiil2003@yahoo.co.uk 4, nurlizajasmi@salam.uitm.edu.my 5 Keywords: Used Cooking Oil, Foam, lightweight, Morphology, Development Abstract.
Acknowledgement- The authors would like to express greatest appreciation and gratitude to the Institute of Infrastructure Engineering and Sustainable Management (IIESM) Faculty of Civil Engineering, Universiti Teknologi MARA (UITM) 40450 Shah Alam, Selangor, Malaysia and to Elanz Design Build Sdn.
Chemical Engineering Science 59. 81 – 86
Key Engineering Materials Vol. 492 (2012) pp 484-488

., Changsha, Hunan 410082, China; and Professor, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 3Associate Professor, Institute of Modern Bamboo, Timber, and Composite Structures (IBTCS), Hunan Univ., Changsha, Hunan 410082, China a yanxiao@usc.edu, bjimslee007@163.com, c cipres@hnu.cn Keywords: Round bamboo, Monotonic and cyclic test, Shear wall, Connections Abstract.
However, using Round Bamboo to assemble shear wall in modern type is still a fresh idea in the civil engineering field.
References [1] Information on http://en.wikipedia.org/wiki/Bamboo [2] Yan Xiao, Quan Zhou and Bo Shan, Design and Construction of Modern Bamboo Bridges, Journal of Bridge Engineering.15 (2010) 533-541
Prion,z and Ming He, Lateral resistance of wood shear walls with large sheathing panels, Journal of structural engineering.123(1997)1666-1673
Prion, Cyclic performance of perforated wood shear walls with Oversize OSB panels, Journal of structural engineering.125 (1999)10-18.

Finite element modeling of drying shrinkage in concrete blending with mineral admixtures Tiecheng Wang1, 2, a, Quanmin Peng1, 3, b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Engineering Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China 3Tianjin Institute of Urban Construction, Tianjin 300384, China a wangtiechengtj@126.com, bease_p@126.com Keywords: fly ash; slag; moisture diffusion; drying shrinkage; finite element Abstract.
The materials came from the engineering construction site.
Based on the mix proportion of real engineering construction, mixtures containing different slag content were investigated with 28d characteristic compressive cubic strengths of 30MPa.
J., V.96, No.1(1999), p. 35-39 [4] Yueming Zhu, Youzhi Liu, Weimin Cao, et al: Journal of hydraulic engineering, 37(2006), p. 1163-1168(In Chinese) [5] D.
Concrete Res., Vol. 49, No. 181(1997), p. 283-293 [8] Dahai Huang, Guangting Liu: Journal of hydraulic engineering, 6(2002), p. 96-100(In Chinese) [9] Jin-Keun Kim and Chil-Sung Lee : Cem.

Experimental study on reinforced concrete superposed slabs Liu Yunlin1 Yin Wanyun2, Wang Gang1, Ding Kewei1*, Jin Rencai2, Liu Shouchen2 1School of Civil Engineering, Anhui University of Architecture 2China MCC17 Group Co.Ltd.
In order to improve the overall structure and seismic performance, structural floor system both to meet design requirements, While overcoming the template usage, formwork in construction site difficulties and shortcomings, Therefore, there will be a reinforced concrete composite wall panels, and has been widely used in actual engineering practice. 1 Study on the purpose and significance Technology of reinforced concrete composite slab and precast wall panels in a foreign country has developed a very mature, is also widely used in Europe and other industrialized countries.
Precast wall panels and precast composite floor with lattice reinforcement not only the traditional characteristics of the composite plate, but compared with traditional concrete composite board has its own characteristics and advantages: (1) Precast quality control is better, Improve the quality of engineering and construction, Improve floor performance, Easy to control in the factory production of concrete protective layer thickness, Reinforced positioning control, ratio control of the concrete, the density of concrete control, concrete curing conditions, making the durability of the final component, which is the building of life greatly improved; Due to the presence of abdominal rod reinforced, Compared with ordinary laminated slabs of concrete, precast panels with a better overall performance; (2) Shorten the construction period, factory produced, significantly reduce on-site steel banding workload; The construction phase, the construction of prefabricated parts can be used as platforms
and end of superimposed layers of concrete mold, elimination of cumbersome template works; The production cycle is short, Convenient on-site construction, Greatly improve the speed of construction, shorten the duration, construction of climate-affected small advantages. (3) Production flexibility, strong applicability. (4) Reduce engineering costs.(5) Environmental advantages, reduce on-site construction materials use and waste and environmental pollution in construction site.
Ding Kewei (Corresponding author) School of Civil Engineering, Anhui University of Architecture dingkw@aiai.edu.cn References [1] Zhengang Yao, Zuhua Liu, Building structure test, Shanghai: Tongji University Press, 1996 [2] Wanghua Zhou, Modern concrete composite structures, Beijing: China Building Industry Press, 1998 [3] Hongya Che, Qingrong Yu, Ziqiang Dai, The principle of reinforced concrete structures, Tianjin: Tianjin University Press, 1990 [4] Shunbo Zhao, Xinzhong Zhang, Concrete composite structure design theory and application, Beijing: China Water Power Press, 2001 [5] Concrete Structure Test Method Standard, GB50152-92, People's Republic of China national standards, Beijing: China Building Industry Press, 2002 [6] Design of Concrete Structures, GB50010-2002, People's Republic of China national standards, Beijing, Beijing: China Building Industry Press, 2002

Study on Virtual Maintenance Training Effect Evaluation Based on Cognitive YIN Bo1, LIU Hui2, RUAN Yong-jun3 1 Mechanical Engineering College, Shijiazhuang, Hebei, China 2 Mechanical Engineering College, Shijiazhuang, Hebei, China 3 Mechanical Engineering College, Shijiazhuang, Hebei, China aybdyh1986@163.com, blhy2k@sina.com, cryj2002@sina.com Keywords: cognitive; training effect; virtual maintenance training; evaluation Abstract: Research results and assessments actuality of virtual maintenance training are introduced and the shortcomings of the current maintenance training assessment are analyzed.
Subjects Sixteen first grade students are filtered out from Wuhan NCO School, which include 8 professional of mechanical electrical and 8 professional of electrical engineering.
Evaluation of virtual maintenance training in civil airplane based on fuzzy comprehensive evaluation [J].
Shijiazhuang: Ordnance Engineering College, 2010
Shijiazhuang: Ordnance Engineering College, 2011.

Ultimate bearing capacity test of retard-bonded prestressed concrete T-beams Guo-hui Cao a, Jia-xing Hu b, Ming Xiao c, Kai Zhang d College of Civil Engineering, Hunan City University, Yiyang Hunan, 413000 China acgfcivil@163.com, bhjxcivil@163.com, c360381321@qq.com, d349639499@qq.com Keywords: retard-bonded; prestressed concrete T-beam; ultimate bearing capacity; test Abstract: Through the ultimate bearing capacity test of 2 prestressed concrete T-beams, the cracking load, the failure load, the control section stress, and the crack and deformation were tested respectively.
Tianjin Harbor Engineering Research Institute, Tianjin Gaoli Pc Steel Strand Co, Ltd.
China Civil Engineering Journal, 2003, 36(8): 57-62
High resistance to corrosion of prestressing technology applications in construction engineering for the first time[J].
Slow bonded prestressed technology applications in construction Engineering for the first time[J].

Closed Loop Dynamic Fuzzy Neural Network For Real-Time Lifetime Forecasting Wenwang Li1,a, Gaofeng Zheng 2,b, Jianyi Zheng 2,c 1 Department of Mechanical Engineering, Xiamen University of Technology, Xiamen, 361024, China 2 Department of Mechanical and Electrical Engineering, Xiamen University, Xiamen, 361005, China a xmlww@xmut.edu.cn b zheng_gf@xmu.edu.cn c zjy@xmu.edu.cn Keywords: Real-Time Prediction; Lifetime Forecasting; Closed Loop; Dynamic Fuzzy; Neural Network Abstract.
Freitag S. [9] et al utilized fuzzy neural network for accelerated lifetime prediction of novel materials used in civil engineering.
Moeller, Computer-Aided Civil and Infrastructure Engineering, vol. 25, no. 5, pp. 363-374, 2010
“A closed-loop supply chain planning based on adaptive genetic algorithm,” Industrial Engineering and Engineering Management, 2009 IEEE International Conference on, 1474-1478, 2009

Cloud Computing Information System Architecture for Precast Supply Chain Management Mohammad Abedi1,a, Norshakila Rawai1,b, Mohamad Syazli Fathi2,c and Abdul Karim Mirasa3,d 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM, Johor, Malaysia. 2UTM Razak School of Engineering & Advanced Technology, Universiti Teknologi Malaysia International Campus, Jalan Semarak, 54100 Kuala Lumpur, Malaysia 3School of Engineering & Information Technology, Universiti Malaysia Sabah, Locked Bag 2073, Kota Kinabalu, Sabah, Malaysia aamohammad22@live.utm.my, bNorshakila3@live.utm.my, csyazli@utm.my, dakmirasa@ums.edu.my Keywords: Precast Construction Industry, Supply Chain, Efficient Communication, Sustainability, Collaboration Tools, Integration, Coordination, Cloud Computing, Competitive Advantage.
The precast construction aims to enhance the productivity, decrease the time, and achieve more cost savings among the numerous individuals such as the developers, clients, consultants, suppliers, manufacturers, general contractors, architects/engineers and subcontractors [1,3].
Third International Conference on Intelligent System Design and Engineering Applications (ISDEA 2013), China, Hong Kong, (2013), p. 16-18
Civil Eng.
Proceedings of 7th International Symposium on Service Oriented System Engineering (SOSE 2013), Redwood, USA, p. 561-566.

EFFECT OF GEOPOLYMER CONCRETE INFILL ON PROFILED STEEL SHEETING HALF DRY BOARD (PSSHDB) FLOOR SYSTEM SUBJECTED TO BENDING MOMENT MOHD ISA JAFFAR1,a,WAN HAMIDON WAN BADARUZZAMAN2,b, MOHD MUSTAFA AL BAKRI ABDULLAH3,c, KARTINI KAMARULZAMAN 4,d MAHMOOD SERAJI5,e 1,2Department of Civil and Structural Engineering, National University of Malaysia (UKM), 43600 Bangi, Selangor, Malaysia, 3Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP) 01000, P.O.
Box 77, D/A Pejabat Pos Besar, Kangar, Perlis Malaysia 3Faculty of Engineering Technology, Universiti Malaysia Perlis (UniMAP) 01000, P.O.
Box 77, D/A Pejabat Pos Besar, Kangar, Perlis Malaysia 4Community College of Segamat, No 24-34 Jalan Putera 1/1 Bandar Putera 85000 Segamat, Johor 5 Department of Civil Engineering, Bushehr branch, Islamic Azad University, Bushehr, Iran appli_kksegamat@yahoo.com.my, bwanhamidon @gmail.com, cmustafa_albakri@unimap.edu.my dummi_mirza@yahoo.com, eMseraji86@gmail.com Keywords: lightweight composite, deflection, serviceability limit, compressive strength, mid-span Abstract.
Proceeding of the World Engineering Congress & Exhibition WEC 2002, Kuching, pp. 245-247
Geopolymers: Inorganic Polymeric New Materials Engineering, Vol. 16 (2&3), pp. 91-139 [9] A.M.