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Structural behaviour in concrete frame corners of civil defence shelter，non—liner finite element analyses and experiments Ph.D.
Sweden：Department of Structural Engineering，Chalmers University of Technology，(2000),p.347 [2] Leppanen Joosef.
Sweden： Department of Structural Engineering， Chalmers University of Technology， (2002),p.258 [3] Zukas J A ，Schaffer D R.
Practical aspects of numerical simulations of dynamic events：Effects of meshing ．International Journal of Impact Engineering.
International Journal of Impact Engineering. (2007), p.1147 [7] Johnson,G.C, and Cook, W.H.

Effects of flexible functional layer on the load stress of cement concrete pavement structure Yang Bin1,2,3,a,Liang wei4, Zeng Xiangxin1,Huang Jinhua1 1 College of Civil Engineering and Architecture, Guangxi University, Nanning, China 2 Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Nanning ,China 3 Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Nanning, China 4 Guangxi Polytechnic of Construction ayangbinbin5612@163.com Keywords: flexible functional layer, cement concrete pavement, load stress Abstract.
With referring to Specifications for Design of Highway Cement Concrete Pavement JTG D40-2011 [2] and according to the engineering practices, the main parameters of the pavement materials in this paper were set and shown in Tab.1.
Acknowledgments The project was supported by National Natural Science Foundation of China (51168005,51268003), Key Project of Guangxi Scientific Research and Technological Development Plan (10124006-10), Key Project of Guangxi Science and Technology Lab Center (LGZX201107), Natural Science Foundation of Guangxi(2012GXNSFAA053205), Foundation Project of Key Laboratory of Disaster Prevention and Engineering Safety of Guangxi (2012ZDX08).

Drilling-Hole-Loading Method for Measuring Tensile strength of Irregular Small Stones Jin Chen1, a, Ming Liu1,b and Jiemin Liu2,c 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang China, 110168, China 2 School of Science, Shenyang Jianzhu University, Shenyang China, 110168, China achenjin5310@126.com, bwljliuming@163.com, cliujiemin1954@163.com Keywords: Strength Prediction, Drilling-Hole-Loading Method, Tensile strength, Irregular small-size Stone.
[6] Huaifa Ma, Houqun Chen, Baokun Li: Journal of Hydraulic Engineering, 2004, 10.
[8] Weixiong Zeng, Guozan Lin: Chinese Journal of Rock Mechanics and Engineering, 2003, 04.
[9] Diyuan Li, Xibing Li: Chinese Journal of Rock Mechanics and Engineering, 2010, 03.

Crocombe1,d 1 School of Mechanical & Materials Engineering, University of Surrey, Guildford, Surrey, GU2 5XH, 2 Department of Mechanical Engineering, Loughborough, Leicestershire, LE11 3TU a i.hilmy@surrey.ac.uk, bM.Wahab@surrey.ac.uk, cI.A.Ashcroft@lboro.ac.uk, d A.Crocombe@surrey.ac.uk Keywords: Damage measurement, Continuum Damage Mechanics, Low Cycle fatigue, experimental methods, adhesive bonding Abstract: In this paper, the characterisation of damage in an epoxy adhesive has been investigated.
Introduction With the increase of adhesive joint application in many industries such as mechanical, aerospace and civil engineering, it is important to predict its behaviour under various loading.
Desmorat, Engineering Damage Mechanics, Springer-Verlag, 2005. 2.

Effects of Matrix Ductility on Damage Tolerance of Diagonally Reinforced Coupling Beams Yun, Hyun Do1,a, Kim, Sun Woo 1,b, Cheon, Esther 1,c , and Park, Wan Shin 2,d 1 Dept. of Architectural Engineering, Chungnam National University, Daejeon, 305-764, Korea 2 Dept. of Civil and Environmental Engineering, University of Cincinnati, Cincinnati, OH 45221, USA awiseroad@cnu.ac.kr, bcong123@cnu.ac.kr, cesther@cnu.ac.kr, dparkwn@email.uc.edu Keywords: Damage tolerance, Fiber-reinforced cement-based composite, Shear, Coupling beams Abstract.
Acknowledgement This research was supported by the Korea Research Foundation Grant (KRF-2005-041-D00848) and Korea Science and Engineering Foundation Grant (F01-2005-000-10203-0) funded by the Korean Government.
References [1] ACI 318: ACI 318-05 (2005) [2] Earthquake Engineering Research Institute: Publication SP-10 (1994) [3] The Japan Building Disaster Prevention Association: Guideline for post-earthquake damage evaluation and rehabilitation (2001) Fig. 6 Definition of � Fig. 7 Maximum crack widths Fig. 8 Crack widths versus �G

Research on Particle Swarm Optimization Least Square Support vector Machine for Short-term Wind Speed Prediction Zhang Shuai1, a, Wang Hai Rui2,b*,Huang Jin3,c and Liu He3,d 1 School of information engineering and automation, Kunming university of science and technology, No.727, Jingming south road, Kunming, China 2 School of information engineering and automation, Kunming university of science and technology, No.727, Jingming south road, Kunming, China 3 School of information engineering and automation, Kunming university of science and technology, No.727, Jingming south road, Kunming, China azhangshuai.9025@163.com, bhrwang@163.com, chuangjin198810@126.com,d595682969@qq.com Keywords: wind speed prediction; PSO; LS-SVM; Offset optimization Abstract.
Introduction Wind speed prediction has always been the hotspot of researches of wind power generation equipments at home and abroad [1], which can be widely applied in industries of meteorological observation, civil aviation, highway, bridge, new energy, agriculture, shipping and etc [2].
Engineering Structures, 22(1):49-57. (2000) [3] Negnevitsky M, Potter C W.

Self-expansive Behavior of Steel Fiber Reinforced Self-stressing Concrete Boxin Wang1, a, Chengkui Huang2, b, Huanan He2, c 1College of Construction Engineering, Jilin University, Changchun Jilin, 130026, China 2College of Civil Engineering, Dalian University of Technology, Dalian Liaoning, 116024, China aboxinwang@jlu.edu.cn, bHuangck@dlu.edu.cn, cHehuanan@163.com Keywords: Steel Fiber; Self-Stress; Concrete; Expansive Behavior Abstract: Steel Fiber Reinforced Self-stressing Concrete (SFRSSC for short) is a new type of high performance cementitious composite with self-expansive performance and high crack resistance.
Introduction In recent years, many new materials are researched to be used in structure strengthening field such as ultra-high-performance fiber reinforced concrete (UHPFRC for short)[1], engineered cementitious composite (ECC for short)[2] and self-stressing concrete (SSC for short)[3].
On Engineered Cementitious Composites (ECC) – A review of the material and its applications, Advanced Concrete Technology, Vol.1(3) (2003), p. 215-230

Numerical simulation research for CFST columns under blast load Cao Niu1,a*, Yonggang Lu2,b, Junlin Tao1,c 1Department of Civil Engineering and Architecture, Southwest University of Science and Technology, MianYang, Sichuan, China, 621010 2Institute of Structural Mechanics, China Academy of Engineering Physics, Mianyang 621900, Sichuan, China anicewaiwai@vip.qq.com, cjunlintao@126.com Keywords: CFST; blast load; proportion of distance; fluid-structure coupling Abstract.
Therefore the research of the dynamic response of engineering structure under explosive load is an important topic.
CFST columns have high bearing capacity, good plasticity and toughness and the convenience for manufacture and construction; have been applied widely in engineering structure [1].

Study on grinding effect of the different grinding aids Chuang Yuan1,2,a,Shaojian Ma2,b,Mingming Li1,3,c, Qidong Zhang1,d, Hongxiang Xu4,e, Jiwei Lu1,f 1College of Resource & Civil Engineering, Northeastern University,Shenyng 110004,China 2College of Resources and Metallurgy, Guangxi University, Nanning 530004,China 3College of Resource & Environment Engineering, Heilongjiang Institute of Science &Technology, Haerbin 150027,China 4School of Chemical Engineering & Technology, China University of Mining and Technology, Xuzhou,Jiangsu Provoice 221006,China achuangworld@qq.com, bmsj3503@sina.com, c824991693@qq.com, d 357842270@qq.com, exuhongxiang001@163.com, f 372519901@qq.com Keywords: Grinding aids,Overgrinding,Lack of grinding Abstract.
The Chemical Engineering Journal, 1996, 63: 141-147

Preparation and Mechanics Properties of the EP/SiO2 Nanocomposites Wenfu Zeng1,2, Yong Jiang1,2,*, Shaofen Bu1,2, Yanhuai Ding1,2, Jiuren Yin1,2 1College of Civil Engineering & Mechanics, Xiangtan University, Xiangtan 411105, China; 2Institute of Rheology Mechanics, Xiangtan University, Xiangtan 411105, China; *Corresponding author.
[4] Zhou Hongjun, Yin Guoqiang, Lin Xuan, et al, Curing kinetics of epoxy/activated nano-Al2O3 composites, Journal of Chemical Industry and Engineering (China), 2011, 62(6):1749-1755
[7] Lu Shaorong, Zhang Hailiang, Wang Xiayu, Preparation and properties of EP/SiO2 hybrid materials, Polymer Materials Science & Engineering, 2005, 21(5):261-265
[12] Zhang Rongliang, Liu Yashu, Jin Yunxue, Preparation of EP/ZnO composites with needle nano-ZnO and its mechanical properties, Journal of Materials Engineering, 2011, 12(1):78-82.