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Exact mathematical model and its numerical solution of a two-layer beam subjected to non-uniform temperature rise Chang Xueping1,a，Liu Jun2,b and Ren Jihong3,c 1School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China 2School of Civil Engineering, Southwest Petroleum University, Chengdu 610500, China 3Sichuan petrochemical Nan Chong corporation, China Petroleum, Nan Chong 637001, China a changxp@swpu.edu.cn , b liujun-888888@163.com, c laurenone@yahoo.cn Keywords: Two-layer beam, Axial extension, Thermal buckling, Shooting method, Numerical solution, transversely non-uniform temperature rise Abstract: Based on accurately considering the axial extension, geometrically nonlinear governing equations for a two-layer beam subjected to thermal load were formulated.

Quasi-static Analysis of Beam Described by Fractional Derivative Kelvin Viscoelastic Model under Lateral Load Qingzhao Yao1,a, Linchao Liu1,b and Qifang Yan 1,c 1School of Civil Engineering, Xinyang Normal University, Xinyang, Henan, 464000, China allc109@sohu.com, blwhldh@126.com, cyqf815@sohu.com Keywords: Fractional Derivative; Viscoelasticty; Constitutive Relation; Quasi-Static; Mittag-Leffler Function Abstract.
International Journal for Numerical Methods in Engineering, Vol. 38 (1995), p. 509 [2] Suire G., Cedebaum G.

Research on Sulfate Attack Resistance of Concrete with Sulfate Corrosion-resistance Admixture Benju Yang1, a, Qiuyi Li1,b, Song Gao1,c ,Tao Li1,d 1School of Civil Engineering, Qingdao Technological University, Qingdao, Shandong, 266033, China ayangbenju8507@163.com, blqyyxn@163.com, cgaosong727@163.com, dmsd73196@163.com Keywords: sulfate corrosion-resistance admixture, concrete, dry-wet cycle, corrosion resistance coefficient Abstract.
Concrete, Vol.6 (2008), p. 29-30 [4] Jun Wang, Rongzong Du,Yanping Liu: Discusstion of Durability Design of Marine Engineering Concrete．Construction& Design for Project, Vol.2 (2006), p. 76-77 [5] Hongxia Qiao, Mingru Zhou, Zhongru Lan, Cuilan Liu: Research on Concrete Dynamic Elastic and Modulus Micro-mechanism．Fly Ash Comprehensive Utilization, Vol. 5 (2009), p. 9-10 [6] Hongxia Qiao, Zhongru Lan, Cuilan Liu: Research on dynamic elastic of concrete in the sulfate-contained environment and modulus micro-mechanism．Journal of Harbin Industry University, Vol. 8(2008), p. 1305-1306

It provides a valid way to protect sudden failure of aircraft and has application values in engineering References [1] Alan Baker, Nik Rajic, Claire Davis,Towards a practical structural health monitoring technology for patched cracks in aircraft structure,Applied Science and Manufacturing, 2009,40(9): 1340-1352 [2] Sathiya Naarayan, D.V.T.G.
Pavan Kumar, Satish Chandra,Implication of unequal rivet load distribution in the failure the and damage tolerant design of metal and composite civil aircraft riveted lap joints,Engineering Failure Analysis, 2009,16(7): 2255-2273 [3] Cary Smith, Cajetan M.

Experimental Study on the Seismic Behavior of SRHSC Columns Shan-suo Zheng1,a, Qing-lin Tao 1,b , Yi Hu1,c , Lei Li1,d and Zhi-qiang Li1,e 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, btql6551@163.com, chuyi6570@163.com, dLiLei1004@163.com, ezhiqiangli2023@163.com Keywords: SRHSC Column; Experimental Study; Seismic Behavior; Failure Mode; Ductility Capacity; Strength and Stiffness Deterioration Abstract.
References [1] El-Tawil, S. and Deierlen G.G: J. of Structural Engineering, Vol. 125(1999), p.1009-1019 [2] Cheng-chi Chen, Jian-ming Li and C.C.

The Effect of Confining Pressures on Rock Fracturing under Dynamic Loads Zheming Zhu1,a, Zhirong Zhou1, Yongqian Li1 and Yexue Li2 1College of Architecture and Environment, Sichuan University, Chengdu, Sichuan, 610065，China 2 Department of Civil Engineering, Xiangfan University, Xiangfan, Hubei, 441053, China aemail: zhemingzhu@hotmail.com Keywords: numerical simulation; confining stress; blasting load; crack; rock fracturing Abstract.
J. of Geotechnical Earthquake Engineering 1 (2010) 12-23

., 6(2): 193-202. (2003) [8] D.Svecova and R.Eden J: Canadian Journal of Civil Engineering J., 31: 45-55. (2004) [9] A.Borri, M.Corradi, and A.Grazini: Composites: Part B. 36: 143-153. (2005) [10] J.
Proceedings of 2008 World Conference on Timber Engineering, June 2-5, Miyazaki, Japan.

The Application of Multi-wavelet in GPS Deformation Signal Processing Yong Hong He 1, 2, a, Hong Yan Wen 2, b and Peng Wei Jin 1, c 1 Department of Civil engineering and construction management ,Hunan University of Science and Engineering, Yongzhou, Hunan,425100 China 2 Guangxi Key Laboratory of Spatial Information and Geomatics, Guilin, Guangxi, 541004 China aheyonghong2004@163.com, bglitewhy@163.com, cjpw960@163.com Keywords: Wavelet multi-scale denoising, Gps single epoch positioning, Preprocessing method, Deformation Abstract.

Multiscale simulation of the size effect of nano-indentation Zhenqing Wang1,a, Qinghua Meng1,b, Zengjie Yang1,c 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China a wangzhenqing@hrbeu.edu.cn, bmengqinghua@hrbeu.edu.cn, cyangzengjie@hrbeu.edu.cn Keywords: Multiscale simulation; Nano-indentation; Size effect Abstract.

Bearing capacity prediction of building pile in soft soil region in China by using support vector regression Xin-ruo Hua1, a 1School of civil engineering and architecture, Jiaxing University, Jiaxing 314001, PR China ahxr98@163.com Keywords: bearing capacity, prediction, pile foundation, soft soil area, support vector regression Abstract.
This will be significant to the optimization of engineering design and the reasonable and practical construction.