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Evaluation of Fracture Tests of Concrete Specimens via Advanced Tool for Experimental Data Processing HAVLIKOVA Ivana1,a *, FRANTIK Petr1,b, MASEK Jan1,c, SOBEK Jakub1,d, SIMONOVA Hana1,e, VESELY Vaclav1,f, KERSNER Zbynek1,g, SEITL Stanislav2,h, MERTA Ildiko3,i and SCHNEEMAYER Andreas3,j 1Brno University of Technology, Faculty of Civil Engineering, Veveri 331/95, 602 00 Brno, Czech Republic 2Academy of Sciences of the Czech Republic, v. v. i., Institute of Physics of Materials, Zizkova 22, 616 62 Brno, Czech Republic 3Vienna University of Technology, Faculty of Civil Engineering, Institute for Building Construction and Technology, Karlsplatz 13/206-4, A-1040 Vienna, Austria ahavlikova.i@fce.vutbr.cz, bkitnarf@centrum.cz, cMasekJ3@study.fce.vutbr.cz, dsobek.j@fce.vutbr.cz, esimonova.h@fce.vutbr.cz, fvesely.v1@fce.vutbr.cz, gkersner.z@fce.vutbr.cz, hseitl@ipm.cz, iildiko.merta@tuwien.ac.at, jandreas.schneemayer@tuwien.ac.at Keywords: Concrete, wedge splitting test, data processing,
Introduction Concrete is the most commonly used material in civil engineering structures.
Irwin, The stress analysis of crack handbook, The American Society of Mechanical Engineers Three Park Avenue, New York, 2000

Crashworthiness Optimization of Thin Walled Cylindrical Tubes with Annular Grooves under Axial Compression Reza Emami1, a, Elahe Sadat Alavi Moghadam2, b and Mostafa Sohrabi3, c 1 Department of mechanical engineering, JNT University, Hyderabad, India 2Department of civil engineering, Bu Ali Sina University, Hamedan, Iran 3Department of civil engineering, JNT University, Hyderabad, India areza.mtech@gmail.com, bkilldeer_rain@yahoo.com, csohrabi_civil_engineer@yahoo.com Keywords: LS DYNA; Metallic impact energy absorber; SEA; CFE; DOE; Genetic algorithm; crashworthiness.

P.YI1, c , X.L.CHEN 2, d and H.WU 1 1 School of Civil & Architectural Engineering, Guangxi University, Nanning, 530004, China 2 School of Civil & Environmental Engineering, Nanyang Technological University, Singapore a x.g.zhang_chn@163.com, bcgwma@ntu.edu.sg, cynp0771@163.com，d mxlchen@ntu.edu.sg Keywords: Soil Stability; Structure; Chemical Damage of Water; Water-Soil Interaction (WSI).
Chinese Journal of Rock Mechanics and Engineering, 19(2), 199-204 [7] James Kenneth Mitchell, 2005.
Richard LieW, 2003, Civil Engineering Handbook 2nd Ed, CRC Press, Boca Raton London New York Washington, D.C

Frame with Special-shaped Columns Mingjie Zhou 1,2,a , Wenling Tian 2,b , Jingchuan Xun 2 , Xinjian Cui 2 ， Xiaoyan Zhao 2 ，Xiaowei Wang 2 1 College of Civil Engineering, Tianjin University, Tianjin 300072, China 2 College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China a zhoumingjie@hebut edu.cn, b wltian126@126.com Keywords: seismic strengthening, R.C. frame with special-shaped columns, seismic behavior, experimental research Abstract.
Fig. 6 The comparison of the "K-θ" curve References [1] Chen Zongping, Xue Jianyang, Zhao Hongtie, Shao Yongjian: China Civil Engineering Journal, Vol. 40, No.7 (2007), p. 30 [2] Sinha S N: The Indian Concrete Journal, Vol.70, No.3 (1996), p. 153 [3] Miao Jijun, Liu Yanchun and Yu Sujian: Building Structure, Vol.36, No.11 (2006), p. 30 [4] Ministry of Construction of the People"s Republic of China: Design code for strengthening concrete structure GB50367-2006, (China Architecture & Building Press, Beijing 2006)
[5] Cao Wanlin, Wang Shaoying, Hu Guozhen: World Information on Earthquake Engineering, Vol.16, No. 1(2000), p. 41

The Analysis for the Static Responses of the through Composite Truss Bridge with Simply Supportation Yuji Chena , Qizhi Luo b Department of Civil Engineering and Architecture, University of Foshan, 18 Jiang Wan Road, Foshan, Guangdong ,528000, China aChenyj1310@163com , bQizhi@fosu.edu.cn Keywords: Through Composite Truss; Energy Varitional Principle; Relative Slip ; Shear Lag Effect.
Scientific research report of civil architectural engineering college of central-south university, 2003.6(In Chinese) [3] S.L.Zhou, Y.C.Lin.
Engineering structures, Vol.11,2003,p.1377-1385 [7] R.

Influence of the Cross Section Shape on Energy Absorbing Component of Bumper Subjected to Low Speed Crash Liu Yan-jie1 ,2,a,Ding Lin1,2,b 1 College of Civil Engineering, Heilongjiang University, Harbin 150086, China 2 Northeast Frost Civil Engineering Key Laboratory of Heilongjiang University, Harbin 150086, China alyj7171@sina.com, bdinglinhlj@yahoo.com Keywords: Energy absorbing component; low speed crash ; finite element analysis; the cross section shape.
In: Proceedings of Crash (2006) [8] Dominic McMahon．Engineering Thermoplastic Energy Absorber Solutions for Pedestrian Impact(2002),p.64 [9] Andrew Hallas，Joe Carruthers．Honeycomb Materials:a Solution for Safer,Lighter Automobiles．(2002),p.211 [10] H.Yan: Automotive and Accessories, Vol. 24 (2003), p. 29

Elememt Stiffness Matrix of Members of Reticulated Shell with End Springs Wang Xing School of Architecture and Civil Engineering, Ningbo University of Technology, Ningbo 315211, P.R.
Department of Civil Engineering, University of Dundee DD14HK
Journal of Harbin institute for architectural engineering, 26:3

Position Determination in Three Dimensional Structural Testing System XianFeng Wang1, a, Feng Xing1, b, Makoto Obata2, and Yoshiaki Goto2 1College of Civil Engineering, Shenzhen University, Shenzhen, PR China 2Department of Civil Engineering, Nagoya Institute of Technology, Japan axfw@szu.edu.cn, bxingf@szu.edu.cn Keywords: Three Dimensional Testing System; Coordinate System; Least Square Method; Transducer; Objective Function Abstract.
Goto: Development of multidirectional structural testing system applicable to pseudodynamic test, Journal of Structural Engineering, ASCE, vol.133 (2007), p. 638

Application of finite element method of composite wall insulation system Tao CHENG1 Keqin YAN1,2 1School of Civil Engineering, Hubei Polytechnic University, Huangshi 435003, P.R .China 2 State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R.China Keywords: Polystyrene plate - thin plaster wall; Thermal stress; Temperature field; Stress field;Deformation field; Thermal insulation Abstract.
Society of Plastics Engineers Annual Technical Conference.,119-124 [3]Fricke, J.

Influences of Temperature and Time on Concrete Compressive Strength after Water Cooling Wei Zi1, a, Zhiwu Yu1,b and Yachuan Kuang1,c 1Civil Engineering College, Central South University, Changsha, Hunan, 410075, China alionzw@163.com, bzhwyu@ csu.edu.cn, ckuangyachuan@163.com Keywords: Temperature, Time, Concrete, Compressive Strength, Water Cooling.
The resistance furnace designed by Civil Engineering College of Central South University had been adopted in the experiment, which could be controlled by computer to simulate the ISO-834 fire heating curve.
Hu: China Civil Engineering Journal.