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Influences of Dimension Parameters on the Compression Performance of FRP Rubber Bearings Tianbo Penga, Zhennan Wangb and Xuntao Yuc State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, shanghai 200092, China aptb@tongji.edu.cn, bwangzhennan-2006@163.com, cyuxuntao@163.com Keywords: FRP rubber bearing, dimension parameter, compression performance Abstract.
“Analysis of fiber-reinforced elastomeric isolator”, Journal of Seismology and Earthquake Engineering, 1999, 2:19-34
“An innovative earthquake isolation system using fibre reinforced rubber bearings”, Engineering Structures, 2008, 30: 2739-2751

Numerical Simulation of Deformation and Strength of Reinforced Concrete Slabs under Thermal-Mechanical Loads Xiu-Shan SUN 1, Ying-Hua LIU 1, a , Zhang-Zhi CEN 1 and Dong-Ping FANG2 1 Department of Engineering Mechanics, Tsinghua University, Beijing 100084, China 2 School of Civil Engineering, Tsinghua University, Beijing 100084, China a yhliu@tsinghua.edu.cn Keywords: Reinforced concrete slab; High temperature; Thermal-mechanical loads; Finite element simulation; Deformation; Strength.
Newman: The Structural Engineer Vol. 66(16) (1988), p.253-261,267 [2] L.

Experiment Study on Compressive Membrane Action of Slab Strips Restrained by Shear Walls Wang Qingxiang1,a , Wang Gang2,b , Li Zhongjun3,c 1,2 State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, PR China 3 The Design Institute of Civil Engineering & Architecture of DUT, Dalian 116025, PR China awangqx@dlut.edu.cn, bwgwgwg_wgwgwg@126.com, clzjdlut@126.com Keywords: experiment study; slab strips; compressive membrane action; lateral restraint force.
[2] Rankin G I B, Long A E: Proc of ICE, Structures and Buildings Vol.122 (1997) p.461-467 [3] Taylor S E, Mullin B: Construction and Building Materials Vol.20 (2006) p.71-81 [4] Lahlouh E H, Waldron P: Proc of ICE, Structures and Buildings Vol.94 (1992) p.419-428 [5] Muthu K U, Amarnath K, Ibrahim A: Engineering Structures Vol.29 (2007) p.663-674

Pomona, CA 91768, USA & State Key Labortory of Deep Underground Geomechanics and Engineering, Xuzhou, Jiangsu 221008, China 2 State Key Labortory of Deep Underground Geomechanics and Engineering, Xuzhou, Jiangsu 221008, China 3 California State Polytechinc University, Pomona. 3801 W.
Pomona, CA 91768, USA 4 School of Civil and Architectural Engineering, Wuhan University, Wuhan, 430072, China a gaoyanan23@gmail.com, bygao@csupomona.edu, cmryeung@csupomona.edu, d jqh1972@yahoo.com.cn Keywords: 3D-DDA, finite deformation theory, rotation error Abstract.

High Temperature and High Pressure ESP Performance Testing System Design Li Xiaoqing 1,2 ,Liu Xiaoyan 1,2 1School of Civil Engineering, Northeast Petroleum University, 2Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering,Daqing , China li964499@126.com Corresponding author.
Society of Petroleum Engineers - Gulf Coast Section Electric Submersible Pump Workshop held in Houston, Texas 2005.

Road Luminaire’ Mesoptic Luminous Efficiency Analysis HUANG Ke1,2, a, WENG Ji1,b, HU Ying-kui1,c 1 Faculty of Architecture and Urban Planning, Chongqing University, Chongqing, 400045, China 2 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, China a 5561738@qq.com, b wj65432521@163.com, c hyk@cqu.edu.cn Keywords: Luminaire, Mesoptic, Luminous Efficiency; Energy Saving Abstract.
[6] Yang Chugyu, Hu Yingkui, Chen Zhonglin: China Illuminating Engineering Journal Vol. 19(2008), p. 44-47,in Chinese
[7] Zhang Haicong: China Illuminating Engineering Journal Vol. 20 Supplement(2009), p. 1-8,in Chinese

Life Cycle Cost Analysis and the Decision of Concrete Durability Technology in the Coastal Regions: Evidence from China Feng Xinga, Xuming Mib College of Civil Engineering, Shenzhen University, Shenzhen, Guangdong, 518060, China axingf@szu.edu.cn, bmixm@163.com Keywords: life cycle cost; concrete durability; coastal regions; sensitivity analysis Abstract.
The Definition of Life Cycle A large number of engineering practice and research data show that the coastal concrete durability studies involve a large number of pilot projects and specific techniques, and different interactions between technology and materials will influence the whole system.
Stewart: Reliability Engineering and System Safety .Vol.77(2001), p.263 [3] R.G.

Research on A Colloid Jet Polishing Equipment and Its NC Interpolation Algorithm for Rotary Symmetric Aspheric Yong Zhang1,a , Qingquan Zhang2,b , Xiaozong Song 1,c , Guangyu Zhang1,d and Feihu Zhang1,e 1 School of Mechatronics Engineering, Harbin Institute of Technology, Harbin, China 2 Chengdu Fine Optic Engineering Research Center, Chengdu, China a hit_zy@yahoo.com.cn, csongxiaozong@126.com, d zhanggy@hit.edu.cn, e zhangfh@hit.edu.cn, Keywords: Colloid jet polishing, Interpolation algorithm, Interpolation error, Aspheric Abstract.
Introduction Compared with traditional spherical optical devices, aspheric optical devices has widely applied in the field of civil and military optical system because of its advantages of which can be achieved exceptional image quality and corrected image error, improved image resolution and enlarge action distance of optical equipment as well as it can be simplified the structure, condensed the volume and lightened the weight of instrument [1].
Dong and et al.: Chinese Journal of Mechanical Engineering.

Application in Deformation Monitoring Signal Based on Wavelet Modular Maximum Algorithm Yong Hong He 1, 2, a,Hong Yan Wen 2, b and Peng Wei Jin 1, c 1 Civil Engineering and Construction Management Department, 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: Deformation monitoring, Wavelet modular maximum value, GPS positing, Threshold value de-noising, Translation invariance, Deformation Abstract.
Introduction The deformation signal which is obtained in the deformation monitoring includes the signal and error(noise),the data is preprocessed, thus removes the error effectively, so extracting deformation behavior, {0><}0{>analysing distortion principle are one of the primary contents in the deformation analysis. <0}{0><}0{>De-noising using wavelet analyses is a important aspect in the actual engineering[1,2].{0> <}0{>At present, the common wavelet de-noising methods mostly are based on principle of the maximum,conventional threshold method,the de-noising algorithm based on translation invariant.

The experimental work was carried out in Structures and Materials Laboratory, Faculty of Civil Engineering, UTM.
Engineering Structures. 22. (2000), p 1350-1366
Engineering Structures. 21. (1999), p 898-911