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Experiment Study on Interfacial Normal Bond Strength of Concrete Filled Steel Tube Zhen-yu Liu College of Civil Engineering, Huaqiao University, Xiamen 361021, China lzyu@hqu.edu.cn Keywords：Concrete filled steel tube, bond strength, interface, experiment Abstract.
The test methods and results can provide a reference for engineering applications.
Jornal of Railway Engineering, (10):2-5. (2001)（in Chinese） [3] J.Q.
Journal of Structural Engineering, 125(5):477-481.(1999) [9] Y.J.
Journal of Harbin University of Civil Engineering and architecture, 33(2):24-28 (2000) （in Chinese） [12] X.L.

Study on Strain Transfer of Substrate Encapsulation FBG Strain Sensor Li Sun1,a, Bo Zhang1,b , Chuang Li 1 and Chuanyun Yue1 1School of Civil Engineering,Shenyang Jianzhu University,Shenyang,Liaoning,110168,China asunli2009@163.com, bzhangbo1988s@163.com Keywords: fiber Bragg grating, strain transfer, substrate encapsulation, concrete.
The FBG sensors of measuring stress and strain on the surface of concrete are mainly based on substrate encapsulation in engineering.
References [1]Wei Wang,Yuchi Lin,Yinguo Huang:LASER & INFRARED Vol.38(2008),p.1218 (In Chinese) [2]Ansari F, Libo Yuan: Journal of Engineering Mechanics Vol.124 (1998),p.385 [3]Dongsheng Li,Hongnan Li:Chinese Journal of Theoretical and Applied Mechanics Vol.37(2005), p.435 (In Chinese) [4]Zhi Zhou,Jilong Li,Jinping Ou:JOURNAL OF HARBIN INSTITUTE OF TECHNOLOGY Vol.38(2006),p.49(In Chinese) [5]Guang Li,Qingbin Li,Wencui Zhang:JOURNAL OF TSINGHUA UNIVERSITY (SCIENCE AND TECHNOLOGY) Vol.41(2001),p.102 (In Chinese)

Single-Negative Properties based on the Bandgaps of one-dimensional Phononic Crystal Weikai Xu1, a, Wei Wang2,b 1Key Laboratory of Liaoning Province for Composite Structural Analysis of Aerocraft and Simulation, School of Aerospace Engineering, Shenyang Aerospace University, Shenyang, 110136, P.R.
China 2School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, P.R.
Phononic Crystals (PCs) have important potential application in engineering by the properties of bandgaps.

Calculation for settlement of high cap extra-long large diameter pile groups Yousheng Deng a，Jianqiang Zhengb，Changzhong Wan and Shaohua He School of Civil Engineering & Architecture, Hubei University of Technology, Wuhan, 430068, China a dengys2009@126.com b apple_1020@126.com , Keywords：extra-long large diameter pile groups, high cap，ratio of pile end resistance to pile top load, pile compression, settlement Abstract.
Physical mechanical property of the foundation under south tower of main bridge gotten from engineering geological report [7].
Beijing: China Architecture and Building Press, 27-143,2002 (in Chinese) [7] China Second Harbor Consultants  Ltd: Engineering Geological survey final reports in construction documents design period of Sutong Yangtse River highway bridges.
Wuhan: 10-55,2003 (in Chinese) [8] Gong Weiming: Engineering geological report for piles test project of Sutong Yangtse River highway bridges.
Nanjing: College of civil engineering of Southeast University,1-22,2003(in Chinese [9] Deng Yousheng: Research on effect coefficients of extra-long large diameter bored bile groups .

Research of Mechanical Property on High-Rise Building Shear Wall —Influence of Border Concealed Column toward Shear Wall Stiffness Xinhui Zhao1, a, Jin Li2, b 1Graduate Class 0806, School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, 710055, China 2Computer Department, School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, 710055, China avsmepp@gmai.com, blijinjsj@xauat.edu.cn Keywords: High-Rise Building; Shear Wall; Finite Element Method; Rectangle Unit; Concealed Column Abstract.
(2)Geometric model: according to the engineering example mentioned in Section 2, simplifying the wall, window, load (wind load form is inverted triangle) and others
Comparing the results with the ANSYS analysis, it shows this calculation is correct enough to meet engineering requirements
Milford, Ohio: SDRC, 1990 [6] Golubka S NECEVSKA-CVETANOVSKA and Roberta P PETRUSEVSKA: Methodology for seismic design of R/C building strctures, 12WCEE, 2000 [7] Rao S S.The Finite Element Method in Engineering.

A Comparison of Artificial Neural Network Learning Algorithms for Vibration-Based Damage Detection Goh Lyn Dee1,a, Norhisham Bakhary2,b, Azlan Abdul Rahman2 and Baderul Hisham Ahmad2 1Faculty of Civil Engineering, Universiti Teknologi MARA, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia agohlyndee147@ppinang.uitm.edu.my, bnorhisham@utm.my Keywords: Neural Network; Damage Detection; Learning Algorithm Abstract.
Efstathiades, et al., "Application of Neural Networks for the Structural Health Monitoring in Curtain-wall Systems," Engineering Structures, vol. 29, pp. 3475-3484, 2007
Bakhary, et al., "Structure Damage Detection Using Neural Network with Multi-Stage Substructuring," Advances in Structural Engineering vol. 13, pp. 95-110, 2010
Ni, et al., "Generalization Capability of Neural Network Models for Temperature-Frequency Correlation Using Monitoring Data," Structural Engineering, vol. 135, pp. 1290-1300, 2009.

Study on bearing capacity of cylindraceous double-concrete shaft lining Yanlong Ren1, a 1School of Mechanics & Civil Engineering，China University of Mining & Technology，Xuzhou，Jiangsu 221008，China a ryl2008@126.com Keywords：Concrete Shaft Lining；Interface Pressure; Concrete Strength Increased Coefficient; Failure Criteria; Bearing Capacity Abstract：In this paper, elastic stress solution of cylindraceous double-concrete shaft lining was obtained by plane strain model.
Bou: Chinese Journal of Rock Mechanics and Engineering, Vol. 22(s1) (2003), p. 2183-2186, In Chinese
Li: mining engineering design manual, (china coal industry publishing house, Beijing 2002) , In Chinese
Wang: China Civil Engineering Journal, Vol. 24(3) (1991), p. 1-13, In Chinese
Yang: Journal of Mining & Safety Engineering Vol. 26(3)( 2009), p.360-364, In Chinese

Study on Restoring Force Models of Steel High Performance Concrete Composite Structural Wall Liang Bai 1, a*, Tianhua Zhou 1,b and Xingwen Liang 2,c 1School of Civil Engineering, Chang’ an University, Xi’ an, Shaanxi, 710061, China 2Xi’an University of Architecture and Technology, Xi’an, Shaanxi, 710055, China a bailiang2000@yahoo.com.cn, bzhouth163@163.com, cliangxw@xauat.edu.cn Keywords: steel high performance concrete, structural wall, Restoring force model, skeleton curve Abstract.
Introduction High performance concrete has the advantages of high sustainable, high strength and better fluidity which meet the need of modern engineering structure for large span, high rise, heave load and bad environmental condition [1,2].
China Civil Engineering Journal, 1997, 30(5), 1997: 3-11
[4] Lu, X.L., Dong, Y.G. and Ding, Z.W: Earthquake engineering and structural dynamics.
[5] Soon, H.C., Bryce, T. and William D, C. etal: Journal of Structural Engineering, ASCE, Vol. 130(2004).

Application of Fiber Reinforced Polymer in the Structure of Continuously Reinforced Concrete Pavement Chunhua Hu1,a, Xiaozhou Ma2,b 1School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan, China 2School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan, China ahu_chunhua@163.com, bbeyushan@126.com Keywords: FRP rebars; CRCP; Design; Construction; Self-monitoring Abstract.
The FRP rebars are suitable for the process of industrialization in the construction of factory production, transport, site installation, and this benefits to guarantee the engineering quality, improve labor efficiency and building industrialization.
Safety self-monitoring of engineering structures.
H., Effects of GFRP Reinforcing Rebars on Shrinkage and Thermal Stresses in Concrete, Proceedings of the 15th ASCE Engineering Mechanics Conference, Columbia University, New York, NY, June 2002

Fikri Ismail4,d 1,2,3 Department of Civil & Structural Engineering, Faculty of Engineering & Built Environment, Universiti Kebangsaan Malaysia 43600 Bangi, Selangor Malaysia 4 Brickool Sdn Bhd, Bandar Sri Damansara, 52200 Kuala Lumpur Malaysia asaminah@eng.ukm.my, bzawawi@eng.ukm.my Keywords: interlocking brick, compression test, absorption test, compressive strength, load bearing wall.
Acknowledgements This work was financially supported by the Brickool Sdn Bhd Kuala Lumpur, Malaysia and the Department of Civil & Structural Engineering, Faculty of Engineering & Built Environment, UKM.
World Academy Of Science, Engineering And Technology, 60, pp: 1263-1269 (2011)