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Subic, Design for Reliability of a Vehicle Transmission system, Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering, ISSN 0954-4070, doi: 10.1177/0954407011416175, SCI-M23, Suffolk, United Kingdom, 2011
Opricović, System Optimization, Faculty of Civil Engineering, Belgrade (in Serbian), 1992
Beker, Reliability of Technical Systems, University of Novi Sad Faculty of Novi Sad, University of Belgrade, Faculty of Mechanical Engineering, Military of Defense, Serbia. 2010
O' Connor, Practical Reliability Engineering, Hoboken, John Wiley and Sons, 1996
Ivanović, A Methodology for the Design of Reliable Vehicles in the Concept Stage, Journal of Mechanical Engineering. 53(3) (2007) 173-185.

Landslide hazard divisions of Shaanxi province Haijun Ji 1, a, Ji Yun 2, b 1Department of architectural engineering, engineering university of CAPF, Xi'an 710086, China 2Postgraduate brigade, engineering university of CAPF, Xi'an 710086, China akaooak7@163. com, bkaooak7@126. com Key words: Shaanxi, risk division, factor superposition method, landslide Abstract: With the factor superposition method, we conduct a risk of landslide hazard zoning of Shaanxi province based on the detailed investigation of landslide disaster risk of there.
Especially when the rock mass is largely cracked open, rainfall infiltrate down the cracks which makes the moisture in geotechnical engineering rapidly rise and produces a static water pressure to slope body.
(5) The human element The artificial factors are these activities do not irrational with human engineering economic.
Safety and Environmental Engineering, 2003, 10(1):32-36
Civil engineering disaster prevention and mitigation[M].

Self-Balanced Prestressed Latticed Shell Structure and It's Research Development Guodong Li1, a, Wancheng Liu1,b and Qingqing Li1,a 1College of Civil Engineering, Northeast Forestry University, Harbin 150040, China aldlgd@163.com, b2wcw@163.com, czhunian1314 @163.com Keywords: shell structure, self-balanced, pre-stress, basic element, research state Abstract.
New prestressed latticed shell structures such as suspended-dome structure and cable dome structure which appears in recent years are widely acknowledged in the society and bring vitality to engineering practice.
In the 1980s, America people, Geiger and Levy, proposed cable dome structure system based on the concept Fuller drawing and obtained a great success in engineering practice, which verified the correctness of Prof.
From engineering reliability perspective, it is essential to carry out the theoretical and Experimental research on wind resistance capabilty, antiseismic performance and the dynamic stability of self-balance prestressed latticed shell structure.
References [1] Guangfan Zhai, Wancheng Liu, Guijuan Wu: Forest Engineering.

Earthquake Administration of Gansu Province (Key Laboratory of Loess Earthquake Engineering, CEA), Lanzhou 730000, China; 2.
Lanzhou Institute of Seismology, CEA, Lanzhou 730000, China; 3.Geotechnical Disaster Prevention Engineering Technology Research Center of Gansu Province, Lanzhou 730000, China.
That is the major reason for many engineering problems.
In view of the aforementioned advantages, D-P elastic-plastic model has been widely used in geotechnical engineering problems recently [1].
Developments in geotechnical engineering research: Application to tunnels and deep excavations [C].Proceedings of the Institution of Civil Engineers.

Introduction Integrated Circuits (IC) is not only used in industry or civil electronic devices such as televisions, computers, etc.
Zhu: Diamond & Abrasives Engineering Vol. 173(5) (2009), p. 17-21 [3] D.M.
Van Kranenburg et al: Microelectronic Engineering Vol. 55(4) (2001), p. 305-312 [18] G.
Zhu et al: Diamond & Abrasives Engineering Vol. (2) (2009), p. 13-17 [29] Y.W Zhu, J.
Li et al: China Mechanical Engineering Vol. 37(03) (2009), p. 723-727 [30] J.

Introduction The knowledge of flow past bluff bodies is of major importance in the field of civil and wind engineering.
In virtue of the overwhelming requirement of computing cost owing too many grid points required especially near the wall, LES is not yet a practical tool for engineering application.
The RANS-based modeling approach therefore greatly reduces the required computational effort and resources, and is widely adopted for practical engineering applications.
The focus of this paper is to look for a reasonable 2D RANS approach for practical wind engineering problems by comparing their results with experimental data.
Therefore, the wind-tunnel experiments and CFD can be used in synergy in practical wind engineering problems.

Study on seismic performance of a new type energy dissipation steel moment frames Bing Guo 1, a, Jintao Wang 1, b, Tian Liang 1, b and Zhen Bao 1, b 1Institute of Civil Engineering, Shandong Jianzhu University, Ji’nan 250101, China; aemail: sdgb123@163.com, bemail: 20050204boy@163.com Keywords: steel moment frame; beam with opening web at 1/6 span; hysteretic behavior.
Miller: Engineering Structures Vol. 20 (1998), p. 249 [2] M.
Tada: Engineering Structures Vol. 20 (1998), p. 271 [3] J.O.
Malley: Engineering Structures Vol. 20(1998), p.300 [4] M.D.
Sabol: Engineering Structures Vol. 20 (1998), p.510 [5] A.

SINGH3,c* 1Dept. of Mechanical and Automation, IGDTU Delhi, India 2,3Dept. of Mechanical Engineering, IIT Delhi, India abhashiatwork@gmail.com, bmez178321@iitd.ac.in, csinghsp@mech.iitd.ac.in Keywords: Wire Rope, Deflection, Image processing, Cosserat Rod Theory Abstract.
The pervasive wire ropes across diverse industries underscores their capacity to adeptly manage substantial loads and endure adverse environmental conditions finding its application in mechanical, civil, mining, and marine engineering.
Wall, “Geometrically exact finite element formulations for slender beams: Kirchhoff--Love theory versus Simo--Reissner theory,” Archives of Computational Methods in Engineering, vol. 26, no. 1, pp. 163–243, 2019
Diebels, “Towards viscoplastic constitutive models for Cosserat rods,” Archive of Mechanical Engineering, pp. 215–230, 2016

Numerical study of the influence of interlayer mechanical properties on salt cavern storage stability Huang Xiaolan1,2,a*, Yu Chao1,b and Ma Hongling2,c 1 School of Civil Engineering and Architecture , Wuhan Polytechnic University, Wuhan,Hubei, 430023, China 2 State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei, 430071, China a,*huangxiaolan80@gmail.com, b yuchao0413@163.com, chlma@whrsm.ac.cn Keywords: layered salt rock; mechanical properties; creep; storage; stability; numerical simulation Abstract.
Chinese Journal of Underground Space and Engineering, 2007, 3(1):23-26
Chinese Mineral Engineering Research, 2010, 25(1):16-20
Procedia Engineering, 2011, 12, 254–259
Layered salt rock mechanical theoretic and engineering.

Journal of Structural Engineering ASCE. 118(8) (1992) 2063-2081
Journal of Structural Engineering ASCE. 118(7) (1992) 1871-1883
Engineering Structures. 33(2) (2011) 298-307
Engineering Structures.36(1) (2012) 283–91
Tarantino, Time dependent analysis of shear-lag effect in composite beams, Journal of Engineering Mechanics. 127(1) (2001) 71-79