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Research of Earth Berm and the Simplified Analysis Ying Shengbin (Institute of Civil Engineering, Tianjin University, Tianjin 300072, China) E-mail addresses:ysb650105@126.com Key words: diaphram wall; finite element; earth berms; coefficient of subgrade bed Abstract: Earth berms are often used for the temporary support of embedded retaining walls,but there is a lack of information concerning the factors that influence their behaviour.
(2) Earth berm relaxation correction coefficient According to engineering experience, the method introduced in the preceding correction coefficient relaxation β.
Soil foundation beds coefficient scale factor changes with depth-large-scale excavation deformation of space, time effect was more obvious in engineering practice.
Foundation Engineering Handbook [M].
Journal of Geotechnical Engineering Division, ASCE, 1971,103 (GT2) :75-90.

Identification of Constitutive Model for Geo-materials Using Bionics Algorithm Wei Gao Department of Civil Engineering, Wuhan Polytechnic University, Wuhan 430023 P.R.
Zheng: Chinese J. of Rock Mechanics and Engineering Vol. 21 (2002), p. 11 [4] W.
Zheng: Chinese J. of Geotechnical Engineering Vol. 23 (2001), p. 122 [5] W.
Zheng: Chinese J. of Geotechnical Engineering Vol. 24 (2001), p. 97 [6] Y.R.
Zheng: Chinese J. of Rock Mechanics and Engineering Vol. 22 (2003), p. 196

Analysis on Energy-Consumption and Earthquake-Mitigation for a High-Rise Building Set Metal Yield Dampers Guixuan Wang，Yu Wang，Jie Zhao (Dalian University R&D Center of the Civil Engineering Technology, Liaoning Dalian 116622, China) Keywords: Metal yield damper; High-rise buildings; Energy-consumption and earthquake-mitigation Abstract: Based on the mechanical properties of metal yield damper, high-rise residential building is implemented elastic-plastic response analysis for structure by using the nonlinear dynamic time-history analysis method under the effect of M8-class strong earthquake ,and judge performance level of structure and component.
yield position (%) (N/mm2) Fig. 4 The stress figure of bar mild steel damper Fig. 5 The relationship of damping ratio and stiffness of bar mild steel damper Calculation for engineering example Engineering example overview This project include a 30 floors of high-rise building, the main structure of which is frame-shear wall structure, 98.8m height, 17.8m width, 3.15m floor height.
Beijing: Science Press,2008.3:233 [3] Kelly J M．Skinner R I，Heine A J．Mechanisms of energy absorption in special devices for use in earthquake resistant structures [J].Bulletin of New Zealand National Society for Earthquake Engineering,1972,5(3):63-88
Journal of Vibration and Shock,2006,25(3):66-67 [5] Soong T T.Dargush G F Passive Energy Dissipation Systems in Structural Engineering 1997 [6] Li Aiqun,Gao Zhenshi.
The seismic resistance and disaster prevention of engineering structure[M].Nanjing: Southeast university press,2003.8

Engineering Structures. 30(2008)67-80
Engineering Structures. 25(2003)817-833
Computer Methods in Applied Mechanics and Engineering. 192(2003)1731-1771
Engineering structures. 24(2002)597-611
Engineering Structures. 25(2003)729-742

Introduction The main idea of the New Austrian Tunnel Method is to utilize the self-bearing capacity of the rock, which has been widely applied in the field of the highway, railway tunnel engineering and underground engineering.
The tunnel lining structure using both the anchor bolt and the wet-sprayed concrete is the modern underground engineering lining structure with the application of the New Austrian Tunnel Method, which has been successfully used in the field of the mining, building, railway, military engineering.
Key Engineering Materials, Vol. 183(2000), p.571 [3] K.
Bathe, Finite Element Procedures in Engineering Analysis (Englewood Cliffs: Prentice-Hall, 1982) [4] Sun Jun.
Underground Engineering Design Theory and Practice (Shanghai science and technology Press, 1995) [5] Zhou Taiquan, Hua Yuan.

However, the distributions are diversified in the engineering field.
[4] Kamal H, Ayyub BM, “Applications of discrete-event simulation to reliability and availability assessment in civil engineering structures,” Proceedings of the 2009 Winter Simulation Conference, Austin, TX, pp. 2759-2767, 2009
[6] Haitao Guo, Xianghui Yang, “Automatic creation of Markov models for reliability assessment of safety instrumented systems,” Reliability Engineering and System Safety, vol. 93, no. 6, pp. 829-837, 2008
Yingbing Zhou, “Reliability Analysis of Control System based on Markov Process,” in China, journal of Shandong Traffic University, vol. 5, no. 13, pp. 7-10, 2005 [8] .Zhengfa Zhou, “The Foundation for Reliability Engineering”, China Aerospace Press, Beijing 2009
[9] Xiaobing Li, Zhaojun Yang, Xiaocui Zhu, Fei Chen, Qingbo Hao, “Posterior probability Prediction on Key Subsystem of Machining Center,”2011 IEEE 18th international conference on industrial engineering and engineering management, pp.1123-1127, 2011

Miller, et al., Recent development in aluminium alloys for the automotive industry, Materials Science and Engineering.
Tindall, Aluminium in bridges, ICE Manual of Bridge Engineering, Institution of Civil Engineers. (2008) 345-355, doi: 10.1680/mobe.34525.0345
Materials Science and Engineering A338 (2002) 8-16
Ma, Friction stir welding and processing, Materials Science and Engineering.
Erdogan, A critical analysis of crack propagation laws, Journal of Basic Engineering, Transactions of the ASME. (1963) 528-534.

They may be treated as material properties for technical conveniences with an engineering sense only in some special states of contact [1, 2].
As is well known, real engineering surfaces prepared by various machining processes are not ideally smooth, but with surface roughness in different scales.
Zelasko, Comparison of tribological behaviors of one-process and two-process steel surfaces in ball-on-disc tests, Proceedings of the Institution of Mechanical Engineers Part J-Journal of Engineering Tribology, 228 (2014) 1195-1210
Reizer, The study of the tribological properties of one-process and two-process textures after vapour blasting and lapping using pin-on-disc tests, Engineering Materials And Tribology, Book Series: Key Engineering Materials, 527 (2013) 217-222
Galda, The effect of helical groove geometry on journal abrasive wear, Archives of Civil and Mechanical Engineering, 13 (2013) 150-157

The process-capability analysis and SPC technique will determine the ability for manufacturing between tolerance limits and engineering specifications [7].
Hassan in: Applying Lean Six Sigma for Waste Reduction in a Manufacturing Environment, American Journal of Industrial Engineering, Vol. 1 (2)( 2013), p. 28-35
Krulčić in: Six Sigma process improvements in automotive parts production, Journal of Achievements in Materials and Manufacturing Engineering Vol. 19 (1)(2006)
Gijo, Johny Scaria and Jiju Antony in: Application of Six Sigma Methodology to Reduce Defects of a Grinding Process, Quality and Reliability Engineering, 2011
Sambhe in: Six Sigma practice for quality improvement – A case study of Indian auto ancillary unit, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) Vol. 4 (4)(2012), p. 26-42

Study on Optimized Shock Absorption Design of a Floating Cable-stayed Bridge Shengping Wu1, b, Li Xu1, a and Zhenzheng Fang1, c 1School of Civil Engineering, Fuzhou University, Fuzhou 350108, China awushengping522@126.com, b10578796@qq.com, czzfang1949@foxmail.com Keywords: cable-stayed bridge; shock absorption design; viscous damper; regression analysis.
Choose three article artificial waves from “bridge engineering site seismic safety evaluation report” to analyse the response of bridge.
Zhang, et al, Research on the seismic performance of mid-span cable-stayed bridges with elastic constrains between tower and beam, Journal of Earthquake Engineering and Engineering Vibration, Vol. 33 1 (2013) 146-152
Lan, Parametric analysis of cable-stayed bridge with longitudinal viscous dampers, Journal of Earthquake Engineering and Engineering Vibration, Vol. 25 6 (2005) 146-151
Yang, The approximate as eismatic calculation of floating cable-stayed bridges, Structural Engineers, 1 (1986) 64-69.