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Mazzolani3, c 1Northeast Electric Power Design Institute of China Power Engineering Consulting Group, Changchun, China 2Department of Civil Engineering, Tianjin University, Tianjin, China 3Department of Structures for Engineering and Architecture, University of Naples ‘‘Federico II’’, Naples, Italy asxu.tju@hotmail.com, bzhchen@tju.edu.cn, cfmm@unina.it Keywords: Aluminum single-layer latticed dome; Temcor joint; Stability analysis; Numerical analysis Abstract.
Joint International Conference on Computing and Decision Making in Civil and Building Engineering.
Numerical investigation of a new aluminium alloy reticular space structure, Civil-Comp Proceedings, 88, 2008 [5] Fathelbab F.A.

Sensitivity Analysis of Parameters in SYS Cam-clay Model Binbin Xu1, a, Toshihiro Noda2,b and Kentaro Nakai2,c 1Key Lab. of Geotechnical Engineering of Tianjin, Tianjin, China; Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin, China; Tianjin Port Engineering Institution, Ltd. of CCCC., Tianjin, China 2 Department of Civil Engineering, 464-8601, Nagoya University, Nagoya, Japan axubinbin@tpei.com.cn, bnoda@i.soil.civil.nagoya-u.ac.jp, cnakai@i.soil.civil.nagoya-u.ac.jp Keywords: parameter sensitivity analysis, Cam-clay model, constitutive response, numerical calculation.

Piezoelectric Impedance Based Elastic Modulus Monitoring for Concrete during Curing Zhigang Guo1,a and Zhi Sun2,b 1 Department of Bridge Engineering, Tongji University, Shanghai, China 2 State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China ahuily1984@gmail.com, bCorresponding author:sunzhi1@tongji.edu.cn Keywords: EMI sensing, PZT patch, Elastic modulus, Empirical curve fit.
Introduction Concrete is the most widely used material for civil engineering structures.
Acknowledgements This research is supported by the Rising-star program of Shanghai Commission of the Science and Technology (Grant No. 09QH1402300), and the independent research program of state key laboratory for disaster reduction in civil engineering (SLDRCE09-B-15).

Numerical Simulation of a RC Frame Shaking Table Test Model Based on CANNY Li He 1,a Xianguo Ye 1.2,b 1School of Civil and Hydraulic Engineering, Hefei University of Technology 2Anhui Provincial Civil Structural and Material Laboratory, Hefei 230009 , China a hfgdhbl@126.com,b yexg428@yahoo.com.cn Keywords: Shaking Table Test; Numerical Simulation; RC Frame; CANNY Abstract: This paper presents the nonlinear dynamic simulation analysis of a shaking table test specimen, which was a twelve- story reinforced concrete frame and tested under base excitations representing four earthquake records of increasing intensity.
It is a important way to conduct model using the shake table[1].But the shake table model experiment needs to cost much time and money, therefore, the numerical simulation technology is another important method to study the seismic performance of structures, especially for the three-dimensional space structure[2].The paper uses CANNY as a tool to simulate the model shaking table test “12-story Reinforced Concrete Standard Frame Shake Table Model Experiment” ,which was conducted at the State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University in Shanghai, China[3] .The paper presents natural frequency, elastic-plastic time history analysis and damage evolution, then compares the experimental measurements with the numerical prediction.
Journal of Hebei University of Engineering (Natural Science Edition).Vol.24 , No1.Mar.1.2007, p.08–11 [2] Baolin Hu, Guoqiang Li.
“The research for solving the interstorey displacement of frame structures under horizontal load ”.Journal of Hebei University of Engineering (Natural Science Edition).Vol124,No.1,Mar.1,2007,p.17-19 [3] http://risedr.tongji.edu.cn/bookpic/2009171603865677.doc [4] Kangning Li. “3-Dimension Nonlinear Static/Dynamic Structural Analysis Computer Program CANNY Data-input Manual”.

Effects of Compressive Strength and Carbonation of HCSA Amount on High Volume Fly Ash Concrete Juanhong LIU1,a , Fangfang HOU1,b , Shaomin SONG2,c and Boya JIA2,d 1College of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China 2School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China ajuanhong1966@hotmail.com, bhoufang6131@163.com cjohn.song65@163.com, djiaboya78083686@123.com Key words: HCSA expansive agent; high volume fly ash; compressive strength; carbonation.
So in practical engineering, we should strictly control the mixing amount of expansion agent, more mixing amount is maybe not the better.

Wind Load Characteristics of a Long-span Retractable Roof Structure ZHANG Jianguoa and ZHUANG Huiminb Department of Civil Engineering, Xiamen University, Xiamen, Fujian, China, 361005 aZjianguo@xmu.edu.cn, bZhuang_Xmu@163.com Keywords: Long-span structure; Retractable roof; Block shape coefficient; Gust coefficient; Fluctuation coefficient.
Equivalent Static Wind Loads on Long Span Roofs[J], Engineering Mechanics, 2004(07)
Wind Tunnel Test and Wind-induced Dynamic Analysis of Beijing A380 Hangar, China Civil Engineering Journal, 2008(02)
Wind Tunnel Test on an Aeroelastic Model of Grandstand Cantilevered Roof of Large Stadium and Features of Wind-induced Response[J], China Civil Engineering Journal, 2006(10) [8] PRC National Standard, Load Code for the Design of Building Structure GB50009-2001.

Investigation of Selected Physical Parameters of Cementitious Composite during Sequential Fracture Test Petr Konečný1,a, Václav Veselý1,4,b,*, Petr Lehner1,c, Daniel Pieszka2,d and Libor Žídek3,e 1 VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, Ostrava, Czech Republic 2 Ditto, Department of Building Materials and Construction of Mines 3 Ditto, Laboratory of Building Materials 4 Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Brno, Czech Republic apetr.konecny@vsb.cz, bvesely.v1@fce.vutbr.cz, cpetrlehner@gmail.com, ddaniel.pieszka@ips-konstrukt.cz,‎ elibor.zidek@vsb.cz Keywords: cementitious composite, effective crack, compliance, fracture process zone, three-point bending test, ultrasound passing time, electrical resistivity Abstract.
The research in the presented area will continue with respect to complimentary resistivity measurements as well as an outreach to engineering problems of the reinforced concrete structures durability.
Thesis, Faculty of Civil Engineering, BUT Brno, 2004.

Prepared and Study of Low Cost and High Performance Nanocomposite (Nd,Dy,Pr)-(Fe,Nb,Zr)-B/α-Fe Hu Jinjiang1, a, Li Chenpu2,b and Liu Chao3,c 1Department of Mathematics and Physics, Hebei Institue of Architecture and Civil Engineering, Hebei Zhangjiakou, 075024, P.R.China 2Department of Mathematics and Physics, Hebei Institue of Architecture and Civil Engineering, Hebei Zhangjiakou, 075024, P.R.China 3Department of Personnel, Hebei Institue of Architecture and Civil Engineering, Hebei Zhangjiakou, 075024, P.R.China ahujinjiang1979@163.com, blichenpu2005@126.com, cliuchao319@126.com Keywords: Nanocomposite permanent material, Anisotropic property, Exchange-coupling interaction, Magnetic domain, Melt-spun Abstract.
[8] Wang Chen, Wen Yuhua and Yan Mi: submitted to Rare metal materials and engineering.

Properties of Cement Composites Containing Coir Pith Eva Vejmelková1 a*, Dana Koňáková1,b, Anna Krojidlová1,c, Veronika Hovorková1,d, Monika Čáchová1,e, Pavel Reiterman2,f and Robert Černý1,g 1Czech Technical University in Prague – Faculty of Civil Engineering – Department of Material Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic 2Czech Technical University in Prague – Faculty of Civil Engineering – Experimental Centre, Thákurova 7, 166 29 Prague 6, Czech Republic aeva.vejmelkova@fsv.cvut.cz, bdana.konakova@fsv.cvut.cz, c anna.krojidlova@fsv.cvut.cz, dveronika.hovorkova@fsv.cvut.cz, emonika.cachova@fsv.cvut.cz, fpavel.reiterman@fsv.cvut.cz, gcernyr@fsv.cvut.cz Keywords: Agricultural waste, Coir pith, Basic physical properties, Mechanical properties, Hygric properties, Thermal properties Abstract.
Recycling of this waste and its further application in civil engineering could solve pollution problems, landfilling, and it could also lead to conservation of natural resources.

Optimization of Cable Force of Extradosed Bridges Chang-Huan Kou1,a,Tsung-Ta Wu2,b,Pei-Yu Lin3,c 1Department of Architecture and Urban Planning, Chung Hua University, Hsinchu, Taiwan 2Department of Civil Engineering, Chung Hua University, Hsinchu, Taiwan 3Department of Civil Engineering, Chung Hua University, Hsinchu, Taiwan achkou@chu.edu.tw, bm09904001@chu.edu.tw,cm10104016@chu.edu.tw Keywords: extradosed bridge, cable force optimization, neural network, experimental design method Abstract.
Extradosed bridge is a new type of bridge first proposed by French Engineer J.Mathivat[1]in 1988, mainly constructed with tower, beam girder, cable and pier, characterized by lower tower height, rigid beam girder and concentrated cable layout and classified as “statical indeter minate” structure.
[5] Yu Tsung Lai in: A Study of Comparing Evolutionary Algorithms and Artificial Neural Network in applying for predicting the in-flow rate of De-Ji Reservoir, Thesis, Chung Hua University, Department of Civil Engineering, Hsinchu (2006)