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., Shandong Institute of Business and Technology, China 2School of Civil Engineering and Architecture, Zhejing University, China aliguibing@zju.edu.cn, bccecgyg@126.com, cselina@zju.edu.cn Keywords:RC Beam, FRP-strengthened, allowable FRP tensile strain, model, assessment Abstract.intermediate crack-induced debondingis one of the most dominant failure modes in FRP-strengthened RC beams.
JSCE Concrete Engineering Series, 2001, 41, 31–34
Hu, Engineering Mechanics, 2004. 21(5): p. 150-156

Study of Architectural Design Method Based On Concept of Wind Environment DUAN Xiang1,a, XU Wei-qi1,b 1School of Civil Engineering and Architecture，Wuhan Polytechnic University，China,430023 ajintang28@163.com, bxuweiqi00608@163.com Keywords: Wind Environment，Architectural Design Method，CFD Simulation Abstract.
References [1] R.Yoshie,A.Mochida:Journal of Wind Engineering and Industrial Aerodynamics,Vol.95(2007), p.1551 [2] Yoshihide Tominaga:Journal of Wind Engineering and Industrial Aerodynamics,Vol.96(2008), p.1749 [3] C.W.Tsang,K.C.S.Kwok,P.A.Hitchcock:Bilding and Environment,Vol.49(2012),p.167 [4] Yoshie,R,“CFD analysis of flow field around a high-rise building”,in Summaries of Technical Papers of Annual Meeting,Environ,Engg, II, AIJ,(1999),in Japanese [5] Kataoka,H,“Large Eddy Simulation of building”,in Summaries of Technical Papers of Annual Meeting,Environ,Engg,II,AIJ,(2003),in Japanese [6] Information on http://www.abbs.com.cn/

Kinetic Analysis of COD Removal from Actual Domestic Wastewater in an Expanded Granular Sludge Bed (EGSB) Reactor Dong ChunJuan1,a , Pan QingYe2, b 1 Department of Environmental Engineering Taiyuan University,Taiyuan, 030009, China 2 Municipal Branch Office of Construction Supervision Co.Taiyuan University of Technology Taiyuan, 030024, China achunjuand@126.com, bgdsz7777@126.com Keywords: EGSB reactor; actual domestic wastewater; kinetic, models Abstract.
In Civil Engineering for Practicing and Design Engineers,Vol.2(1982), pp.107-124.

Queries for the calculations of the shear wall stability Xiaolong Tong 1, 2,a, Fang Chen 3,b 1 Department of Construction and Engineering, Hunan Institute of Science and Technology, Yueyang, 414000, China 2 College of Civil Engineering, Hunan University, Changsha, 410082, China 3 Yueyang Radio and TV University, Yueyang, 414000, China atxlpaper@163.com, bchenfang_1985@yahoo.com.cn Keywords: Shear Wall, Partial Coefficient, Reliability Index, JC Method, the ratio of Loading Effect.
[6] Unified standard for reliability design of engineering structures (GB 50153—2008, in Chinese)

Research on Disaster Prevention Index of Emergency Evacuation System of Urban Community Bo Song 1, a, Xiaoli Cui 1, b, Peng Zhang2, c 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, P.R.China 2 Ministry of Housing and Urban-Rural Development in Beijing, Ministry of Construction earthquake, Beijing 100835, China asongbo@ces.ustb.edu.cn, bcuixiaoliustb@163.com, ckangzhenchu@163.com Keywords: Earthquake, Community disaster prevention index, Evacuation road, Shelters Abstract.For ensuring disaster prevention function of the urban community and residents' life safety in the disaster situation，it investigated the disaster prevention situation of urban community and pointed out the existing disaster risks.
References [1] Bi Yurui, Ma Donghui, Su Jingyu ect, Research on Spacial Layout in Urban Earthquake Disaster Prevention, Earthquake Resistant Engineering and Retrofitting. 30 (2008) 119-120
[5] Feng Qimin, Sun Zheng, Yan Feng ect, Model of fuzzy synthetic evaluation on seismic resistance capacity of urban communities, World Earthquake Engineering. 23 (2007) 1-5

Adhesion Assessment Between Concrete Layers Using the Ultrasonic Pulse Velocity Method SZYMANOWSKI Jacek 1a, SADOWSKI Łukasz1b * 1Faculty of Civil Engineering, Wroclaw University of Technology, Wybrzeze Wyspianskiego 27, 50-370 Wroclaw, Poland a j.m.szymanowski@gmail.com, b*lukasz.sadowski@pwr.edu.pl Keywords: concrete layers, the ultrasonic pulse velocity method, adhesion, non-destructive testing Abstract.
Bissonnette, A surface engineering approach applicable to concrete repair engineering, Bulletin of the Polish Academy of Sciences Technical Sciences, No.1, Vol. 61, (2013) 73-84 [4] J.

Experimental Research on Influence of Loading Method on Dynamic Behavior of Recycled Concrete Xing Wen Luoa, Hai Lin Yaob State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China axwluo@whrsm.ac.cn, bhlyao@whrsm.ac.cn Keywords: Recycled Concrete, Influence Feature, Loading Method, Dynamic Behavior.
This is an important factor that affect the mechanical properties and durability of recycled concrete directly [7,8,9,10].Recycled concrete has been tried to use in highway and construction engineering currently, but the influence of loading method on dynamic behavior of recycled concrete have not been researched before[11,12].
[11] Topçu Ilker Bekir,Demir Abdullah: Journal of Materials in Civil Engineering.19(2)(2007), pp.173-178

Numerical Analysis of Seismic Behavior of Masonry Walls Confined by Precast tie-columns Wenwen Luo1,a , *Yingmin Li2,b , Nina Zheng2,c and Na Chen3,d 1College of Civil Engineering, Chongqing University, Chongqing, China, 400045 2Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities, Chongqing University, Chongqing, China, 400045 3China CTDI Engineering Corporation, Chongqing, China, 400039 am.luowenwen@gmail.com, bliyingmin@cqu.edu.cn, czhengnina@cqu.edu.cn, dchenna1000@163.com Keywords: Masonry Structure, Precast Tie-column, Nonlinear Analysis, Hysteretic Curve, Deformabilty Abstract.
Vol.28 (2006), p. 90 [8] Xiong Feng, Ying Fuzhao: Journal of Sichuan University (Engineering Science Edition).

Pseudo-Dynamic Test on the Anti- Seismic Performance of Turbine Generator Foundation Tiejun Qu1, a, Kun Xiang1,b ,Xuejun Yin 2,c ,Xiaoyan Shao 2,d 1 College of Architecture and Civil Engineering of North China University Of Technology, Beijing, 100144 2 Qingdao Kertai Environmental Control Technology Co.
(in Chinese) [3] China Academy of Building Research: GB50011-2010.Code for Seismic Design of Buildings(China Architecture﹠Building Press, Beijing 2010) (in Chinese) [4] Yuxian Hu: Earthquake Engineering (Seismological Press, Beijing 2005) (in Chinese) [5] Zhubing Zhu, Tiejun Qu: Journal of North China University of Technology Vol. 21(1) (2009), p.81-84.
(in Chinese) [7] Le Yan, Shutong Tian, Pei Wang， Ze-bing Dai，Lei-ting Zhang: Engineering Journal of Wuhan University Vol. 8 (supplement) (2010), p.156-159.

Citation & Copyright (to be inserted by the publisher) Observation of Internal Cracking in Concrete by Virtual Reality Modeling of Acoustic Emission Moment Tensor Analysis Mitsuhiro Shigeishi1, Jun Shimasaki2 and Masayasu Ohtsu 3 1 Department of Civil and Environmental Engineering, Kumamoto University, 2-39-1 Kurokami, Kumamoto 860-8555, Japan 2 Graduate School of Science and Technology, Kumamoto University, 2-39-1 Kurokami, Kumamoto 860-8555, Japan Keywords: Acoustic Emission, Moment Tensor Analysis, 3-D Visualization, Crack Monitoring, Concrete, Re-Bar Corrosion Abstract.
Although this reasonable and powerful tool has been applied to a variety of AE experiments in concrete engineering [4], numerical results from computational moment tensor solutions had a lot of difficulty to satisfy analysts.
VRML may be used in a variety of application areas such as engineering and scientific visualization, multimedia presentations, entertainment and educational titles, web pages, and shared virtual worlds.