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Axial Compression Test and Capacity Caculation of RC Columns Consolidation with BFRP, CFRP Baorong HUO 1,2,a, Xiangdong ZHANG 2,b 1.College of Architectural and Engineering ,Shenyang University, P.R.China, 110044 2.
College of Civil Engineering and Traffic, Liaoning Technical University， P.R.China 123000 aweizengkui888@163.com,bzhxd2008@yahoo.com.cn Keywords: BFRP, CFRP, Reinforced concrete (RC) column , Axial compression, Ductility .
Comparative test of RC columns bound with BFRP, CFRP is conducted with monotonic loading effect and the effects on capacity, ductility, strain of reinforcement are studyed. it is of great significance on improving the theory of the fiber composite material reinforcing RC and better guiding the engineering practice.
Journal of Civil Engineering,2002,35(3):13-19

Management Criterion for Large Deformation Tunnels ZHANG Sumin 1,2,a ,Zhu Yongquan 2,b 1School of Civil Engineering, Southwest Jiaotong University,Chengdu,China 2 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang,China azsm6337@stdu.edu.cn ,b7935526@163.com Keywords: Tunnel, Large deflection, Limit displacement, Deforming rate, Management criterion Abstract.The limit displacement was calculated with regard to a large deflection tunnel.
References [1].Zhu.Y.Q,Zhang.S.M,Jing.S.T.: Chinese Journal of Rock Mechanics and Engineering .24, 1594 (2005) [2].Zhang.S.M.
:Chinese Journal of Rock Mechanics and Engineering.25, 1502 (2006)

Introduction Because the formula of the bearing capacity of single pile of the PEMUR pile is not mature, it is usually determined by static loading test, the empirical formula, combined with the empirical parametric method or other comprehensive estimation method in practical engineering.
Journal of Jilin Architecture and Civil Engineering Institute in June 2004 [2] Y.M.
Journal of Jilin Architecture and Civil Engineering Institute in June 2010 [3] Y.M.
The Geotechnical Engineering in December 2003 [4] Y.M.

Experiment research on square columns reinforced by high strength wire mesh mortar Dong Chunmin a, Guo Kedong b School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, P.R.
[2] H.Zhao and M.N.S.Hadi: Procedia Engineering.
[4] Alessandra Marini and Alberto Meda: Engineering Structures.
[5] Ouyang Yu, Huang Yihui and Qian Zaizi: China Civil Engineering Journal.

Rocco Lahr 4,f 1 Department of Materials, School of Engineering of São Carlos, University of São Paulo – USP, Avenue Trabalhador São-carlense, 400, Center, zip code 13566-590, São Carlos, SP, Brazil. 2 Department of Civil Engineering, University Center Eastern Minas Gerais – UnilesteMG, Av.
Avenue Tancredo Neves, 3500 , neighborhood Universitário zip code: 35170-056, Coronel Fabriciano, MG, Brazil. 3 Department of Civil Engineering, Federal University of São Carlos - UFSCar.
Washington Luís highway, km 235 – SP 310, Guanabara garden, zip code 13565-905, São Carlos, SP, Brazil. 4 Department of Structure, School of Engineering of São Carlos, University of São Paulo – USP, Avenue Trabalhador São-carlense, 400, Center, zip code 13566-590, São Carlos, SP, Brazil.

Study on Time-variant Robustness Assessment Method of Complex Bridges Jinsong Zhu1,2,a, Jian Song1,b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China ajszhu@tju.edu.cn, bsongjian053@163.com Key words: complex bridge, time-variant robustness, degradation of member section properties, assessment method.
M., in: Bridge Maintenance, Safety, Management and Life-Cycle Optimization 2010, p2466 [2] Michel Ghosn and Fred Moses: Structure and Infrastructure Engineering.
M. and Klisinski, M: Journal of Structural Engineering.
M.: Structure and Infrastructure Engineering.

Research on Mechanical Properties of Recycled Fiber Concrete Jinghai Zhou1, a, Hong Xiang2,b 1Low Carben City and Green Building Designing Institution, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 2School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China a476088880@qq.com, bxianghong1984@126.com Keywords: carpet waste, recycled fiber, concrete, mechanical properties.
Sun, A.Q Shen: South Highway Engineering, 2006,31(3): 75-77.
Tang: Civil Engineering Joural, 2005,38(7): 5.
Yi: China Municipal Engineering, 2010, NO.6: 6-7.

Diagnostics of Current Developments in the Field of Building Airtightness Michal Kraus1, a and Darja Kubečková1, b 1 VŠB-Technical University of Ostrava, Faculty of Civil Engineering; Ludvíka Podéště 1875/17, 708 33 Ostrava, Czech Republic amichal.kraus@vsb.cz, bdarja.kubeckova@vsb.cz Keywords: Airtightness, air permeability, sustainability, energy performance, SWOT.
During the design phase it is necessary to coordinate the designer with the other team members (structural engineer, MEP engineers, and technologists).
Kubečková: Airtightness of Energy Efficient Buildings, in: 1st Annual International Conference on Architecture and Civil Engineering.

Optimization Research on the Bolt Arrangement of a Double-Wall Steel Insulation Silo with Multiple Bolted Joint Gan Tang1,2,a, Chaohui Pan1,b, Linfeng 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, bolt simulation, bolt arrangement Abstract.
Więckowski: The material point method in large strain engineering problems (Computer Methods in Applied Mechanics and Engineering, 2004).

Resolution Wavelet and Online Damage Detection for Composite Material Structure Dynamic Response Signal Hu Weibing1,a ，Deng Qiang1,b 1 School of Civil Engineering, Xi'an Univ. of Arch. & Tech.
It is one of the heated research fields in the current engineering application for using wavelet variations to achieve online damage detection and supervision in civil engineering.
Philosophical Transactions of the Royal Society of London Series A-Mechanical Physical and Engineering Sciences, , vol.359(2001),p131-149