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Experimental Investigations on Flexural Behavior of Sandwich Composite Panels Lu Chen1, a, *Hetao Hou1,2,b and Guoqiang Li2,c 1School of Civil Engineering, Shandong University, Jinan, Shandong, 250000, China 2School of Civil Engineering, Tongji University, Shanghai, 200000, China ac3361233@126.com, bhouhetao@163.com, cgqli@mail.tongji.edu.cn Keywords: Truss Shear Connector, Experimental Investigation, Sandwich Composite Panel, Ultimate Load-bearing Capacity .

Effect of Mineral Admixtures and Chemical Activators on the Strength of FGD Gypsum- Fly Ash Complex Cementing Material Xintang Wang1,a, Yi Zhang1,b and Ming Zhou1,2 ,c 1Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, China 315211 2College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 710055 awxt196322@126.com, byy196878@126.com, czhouming1426@163.com Keywords: FGD gypsum, Fly ash, Complex cementing material, Mineral admixtures, Chemical activators Abstract.

Research on Anti- Rutting Performance of Reconstruct Pavement Lianyu Wei 1, a, Fei Gao 1,b Shibin Ma 1,c and Qingzhou Wang1,c 1 School of Civil Engineering , Hebei University of Technology,China awly57@126.com, bgaofei1987@163.com, cmashibin168@eyou.com Keywords: Mechanical analysis , Rutting, Overhaul, Finite element model Abstract.
Acknowledgements The writers acknowledge the assistance of Civil Engineering Technology Research Center of Hebei Province, the HeBei University of Technology, and the financial support of the Communications Department of Hebei Province by the project of No Y-2010048.

Parking Demand Forecast Method of Big City and Its Application Jingfei Yu1, a, Xiuling Gong1 and Xinjie Zhang1 1 Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology, Baotou, 014010, China ayjf_05025@126.com Keywords: Parking Demand, Forecast Model, the Vehicle Population, the Motor Vehicle OD Method Abstract.
[4] Y.H.Gang, Journal of Civil Engineering and Management.

Research on the Working Performance of Self-Compacting Concrete at Different Substitution Rates of Iron-Tailings Peixiang He1, a, Bing Liu2,b and Sheng Hu3,c 1School of Civil and Hydraulic Engineering Hefei University ofTechnology, Hefei,230009,Anhui,China 2School of Civil and Hydraulic Engineering Hefei University ofTechnology, Hefei,230009,Anhui,China 3Sanhe village People’s Goverment,Huainan,232000,Anhui,China a hpx@ustc.edu,b liubingmas@126.com,c hshushenghf@126.com Keywords: different substitution rate of iron-tailings; working performance Abstract.

Petersburg, Vtoraja Krasnoarmejskaja ul. 4, Russia, Department “Technology of building materials and metrology”, Faculty of Civil Engineering, St.
Petersburg State University of Architecture and Civil Engineering, 2 190031 Saint-Petersburg, Moskovskii pr., 9, Russia, Department “Building Materials and Technology” Petersburg State Transport University apeepdv@mail.ru, bsmirnovaolgam@rambler.ru Keywords: restoration of stone, masonry, mortars, optimization of composition, method a steep ascent.

Effect of Concrete Mixture Composition on Acoustic Emission and Fracture Parameters Obtained from Three-point Bending Test TOPOLÁŘ Libor1,a, ŠIMONOVÁ Hana1,b and MISÁK Petr1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic atopolar.l@fce.vutbr.cz, bsimonova.h@fce.vutbr.cz, cmisak.p@fce.vutbr.cz Keywords: acoustic emission method, three-point bending test, concrete, fracture.
Fracture tests were carried out using a Heckert FPZ 100/1 testing machine within the range of 0–10 kN at a laboratory of the Institute of Building Testing, Faculty of Civil Engineering, Brno University of Technology.

Study on Neutralization Model for Fly Ash Concrete Subjected to Acid Rain Jiangang Niu 1,a, Bing Zhang 1,b, and Ditao Niu2,c ¹ School of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, P.R.
China 2 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, P.R. 

Damage Sensitivity Analysis for Main Design Parameters of Steel Reinforced Concrete Column Shan-suo Zheng1,a, Yi Hu1,b , Qing-lin Tao 1,c and Zhi-qiang Li1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, bhuyi6570@163.com, ctql6551@163.com dzhiqiangli2023@163.com Keywords: steel reinforced concrete column (SRC column); design parameter; damage sensitivity analysis; ultimate energy dissipation capacity; damage evaluation Abstract.
[2] Shan-suo Zheng: China Civil Engineering Journal (2010), accepted.

Flexural Strength of SHCC Panels Dependent on Fly Ash Type and Curing Condition Jin Wook Bang1,a, Jung Hwan Hyun1,b, Byung Jae Lee1,c Dong Su Joung2,d and Yun Yong Kim1,e 1Department of Civil Engineering, Chungnam National University, Daejeon 305-764, Republic of Korea 2JNTINC Co., LTD, #204, Jogang B/D 715-9, E-dong, Sangrok-Gu, Ansan-City, Gyunggi-Do 426-160, Republic of Korea abest6516@naver.com, bmildface@naver.com, clbjae80@hanmail.net, ddeanjoung@jntinc.co.kr eyunkim@cnu.ac.kr (Corresponding author) Keywords: SHCC panel, High ductility, Fly ash, Steam curing, Flexural strength.
[3] Kim, J.S., Kim, J.K., Ha, G.J., and Kim, Y.Y. : KSCE Journal of Civil Engineering, Vol.14, No.5, (2010), pp.743-751.