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Optimization Research on Wall Thickness of a Double-Wall Steel Insulation Silo with Multiple Bolted Joints Gan Tang1,2,a, Chaohui Pan1,b, Lingfeng Yin2 and Yong Li1 1 Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, YuDao Street 29, Nanjing, China, 210016 2 School of Civil Engineering, Southeast University, SiPaiLou 2, Nanjing, China, 210096 atanggan@sina.com(corresponding author),bpanchaohui1990@sina.com Keywords: Steel insulation silo, double-wall, optimization, thickness of walls Abstract.
Ye: Structural Behavior of Column-supported Steel Silos with Engaged Columns (Engineering Mechanics, China 2006).
Rotter: Structural Behavior of Thin-walled Metal Silos Subject to Different Flow Channel Sizes under Eccentric Discharge Pressures (Journal of Structural Engineering, America 2012)

As a substitute for steel material, FRP bar is becoming more and more widely used in bridges, civil construction, marine, offshore and underground engineering structure.
The GFRP bar has been used in this test is produced by Ministry of Education Research Center of Fiber Composite Materials and Structure Engineering, Zhengzhou University, and the diameter of GFRP is 18mm.
He, FRP main experimental study on the performance of soil nailing, China Civil Engineering Journal, 40 (2007) 74-78
Li, GFRP bolt tensile mechanical properties of experimental research, Chinese Journal of Rock Mechanics and Engineering, 24 (2005) 3719-3723

Research on Traffic Delay Predicting at Signalized Intersection Based on Neural Network Zheng Chang-jiang1, a, Lin De-gang2, b, Zheng Shu-kang3, c Chen Shu-yan4, d 1 School of Civil and Transportation Engineering, Hohai University, Nanjing, China 2 School of Civil and Transportation Engineering, Hohai University, Nanjing, China 3School of internet of things, Hohai University, Changzhou, China 4School of Transportation Engineering, Southeast University, Nanjing, China azhenghhu@sina.com, blindegang123@sina.com, czoe_shukangzheng@hotmail.com, d101100348@seu.edu.cn Keywords: BP neural network model; signalized intersection; traffic delays predicting Abstract.
Journal of Transportation System Engineering and information Technology 2008, 8(1), 80-85 [3] Xu Jinqiang, Zhang Yuqing.

Analysis on Fatigue Failure Modes of Reinforced concrete Beams Strengthened with BFRP Xujun Chen1, a, Muxiang Dai1,b and Zhong Yang1,c 1 College of Civil Engineering and Urban Construction,Jiujiang University,China acxuj98152@163.com, bannaka@qq.com, cmasyang@163.com Keywords: BFRP,RC beam, fatigue failure mode, analysis Abstract.
However, extensive researches are mainly focused on static flexural behavior of RC beams strengthened with FRP.In actual engineering structures,many structures such as bridges, crane beams and marine structures are subjected to fatigue load rather than static load. 
Journal of Structural Engineering, Vol.125(6) (1999), p.613-621 [6] Shenwei Zhang, Youzhi Wang, Qilin Zhang.Effect of the layer of aramid fiber reinforced plastic on the fatigue performance of reinforced concrete beam.
Experimental Study on Flexural Fatigue Performance of RC Beams Strengthened with Hybrid Fiber Sheets.Industrial Construction, Vol.42(6)(2012), p.7-82(In Chinese) [8] Yongxin Yang,Xujun Chen, Jianying Xing, jiangen Wang, Ling Hu.Study on fatigue performance of reinforced concrete beams strengthened with BFRP sheet.Journal of Huaqiao University( Natural Science) ,Vol. 31(4) (2010),p.443-447( in Chinese) [9] Department of Civil Engineering,Taiyuan Institute of Technology.Research on calculation method of fatigue strength of RC flexural components//Reinforced concrete structures research reports anthology(2).Beijing:China architecture & building press,1981,235-254( in Chinese) [10] Zhenhai Guo, Xudong Shi.Reinforced concrete theory and analyse.Beijing:Tsinghua university press,2006.( in Chinese) [11] Code for Design of Concrete Structure(GB 50010-2010).

Damage Monitoring Research of the Concrete Structure Based on the Piezoelectric Impedance Lei Qin1, a, Yuehua Shi1, Hongwei Ren2, Enrong Wang1, Qi Qin1, Zhengxiao Hua1 and Kaige Tian1 1School of Civil Engineering and Architecture, University of Jinan, Jinan 250022 China 2School of electrical engineering, University of Jinan, Jinan 250022, China acea_qinl@ujn.edu.cn Keywords: Piezoelectric impedance; Concrete; Damage; Monitoring.
The emergence of the concept, Smart Materials and Structures, provides a new idea for the health monitoring of civil engineering structures [4].
[7] Suresh Bhalla, Chee Kiong Soh: Journal of Aerospace Engineering Vol. 17(4) (2004), p. 154-165

Wedge splitting test of foam concrete specimens: Calibration curves Stanislav Seitl1,a, Ildikó Merta2,b and Václav Veselý3,c 1Institute of Physics of Materials, Academy of Science of the Czech Republic, Brno, Czech Republic 2Institute of Building Construction and Technology, Faculty of Civil Engineering, University of Technology Vienna, Austria 3Faculty of Civil Engineering, Brno University of Technology, Brno, Czech Republic aseitl@ipm.cz, bildiko.merta@tuwien.ac.at, cvesely.v1@fce.vutbr.cz Keywords: Wedge splitting test, Fracture parameters, Stress intensity factor, Foam concrete, Two-parameter fracture mechanics, T-stress, FEM Abstract.
Seitl, Accurate description of near –crack-tip fields for the estimation of inelastic zone extent in quasi-brittle materials, Key Engineering Materials, Vs. 525-526, (2012), p. 529-532 [8] P.S.
Engineering Fracture Mechanics, 64, (1999), p. 589–605.

Journal of Information Technology in Civil Engineering and Architecture, 2010, 2(1): 109-116
Journal of Information Technology in Civil Engineering and Architecture, 2010, 2(3): 40-45
Study on Barriers of implementing BIM in engineering design industry in China[J].
Journal of Engineering Management, 2010, 24(4): 387-392

Feasibility Analysis of Applying Biomechanical Properties of Human Body to Seismic Design of Building Structure Shasha Wu a, Guanchang Kang b, Shao Wang, Junying Lian c School of Environment and Civil Engineering, Jiangnan University, Wuxi, China, 214122 a qushuishangshang@126.com, b weilaiweiran@126.com, c lindalianjunying@126.com Keyword: high-rise building；anti-seismic；human spine；deformation；reset Abstract: With the rapid development of high-rise buildings in our country, the seismic design of structures is becoming more and more important.
It is like a huge treasure, holding so many secrets waiting for our civil engineer to discover.
Earthquake engineering and engineering vibration, 2001 (S1) [3] Chunfu Jin. introduction to building structure seismic design method(in Chinese).

Limestone sludge in the brick body Radomír Sokolář1,a, Lucie Vodová1,b, Mikuláš Šveda2,c 1 Brno University of Technology, Faculty of Civil Engineering, Department of Technology of Building Materials and Components, Veveri 95, 60200 Brno, Czech Republic 2 Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, SK-813 68 Bratislava, Slovak Republic asokolar.r@fce.vutbr.cz, bvodova.l@fce.vutbr.cz, cmikulas.sveda@stuba.sk Keywords: Limestone sludge, Anorthite, Porosity, Strength Abstract.
[5] Acchar, W., Vieira, F.A., Hotza, D.: Materials Science and Engineering.
Soares, T., M., Sánchez, R., Monteiro, S., N.: Materials science and Engineering.

Estimation of constuction waste generation and management in Taiwan Rong-Yau Huang 1, a, Li-Hsu Yeh 2,b , Hao-Hsien Chen 3,c, Jyh-Dong Lin1, d, and Ping-Fu Chen1,e ,Po-hsun Sung2,f and Jyh-tyng Yau4,g 1 Graduate Institute of Construction Engineering and Management,National Central University, No.300, Jhongda Road, Jhongli City, Taoyuan County 32001, Taiwan 2 Department of Civil Engineering,National Central University, No.300, Jhongda Road, Jhongli City, Taoyuan County 32001, Taiwan 3 Department of Civil Engineering, National Ilan University, No.1, Section 1, Shennong Road, Yilan, Yilan County 260, Taiwan 4Architecture and Building Research Institute, Ministry of the Interior, 13F., No.200, Section 3, Beisin Road, Sindian City, Taipei County 231, Taiwan arhuang@cc.ncu.edu.tw, bdear.puffy@msa.hinet.ne, ctonychen@niu.edu.tw, d jyhdongl@cc.ncu.edu.tw, e943402018@cc.ncu.edu.tw, fpohsun@alumni.ncu.edu.tw, g jyhtyng@abri.gov.tw Key words: construction waste, on-site separation Abstract
(in Chinese) [7] Lin, Cheng-Wei, Model Development for Estimating the Quantity of A Single Building’s Demolition Wastes, Master Thesis, Institute of Construction Engineering and Management, National Central University, Taiwan, 2004.