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Kabir B.M.A, “Structural Integrity Management for Fixed Offshore Platforms in Malaysia”, World Academy of Science , Engineering and technology 58 2009 [4] Group Technical Soulution (GTS) (2011), “Global Ultimate Strength Analysis for SBO Platform: SMJT-E”, Report ID: RD-PLE-CSP-RBI-S309 [5] Pattaradanai Pueksap-anan, “Sensitivity Analysis for RSR Offshore Steel Type Platforms”, M.
Kou, " Estimating the Strength of Concrete Using Surface Rebound Value and Design Parameters of Concrete Material ", Tamkang Journal of Science and Engineering, Vol. 12, No.1, pp.1-7 (2009).

So as resource increasingly drying up, facing the strong impact of new energy and new material that bring by the development of technology, traditional construction mode of resource-based city's economic level be going from bad to worse .
[3] Hui Yu, Janfeng Ou: Science Mosaic (2007), in Chinese
[4] Zongjie Wu, Lang Li, et al: Journal of Shandong University of Technology (Natural Science Edition) (2010), in Chinese

In recent years, the problem of supply chain reliability has been paid more and more attention because of demand uncertainty, especially after Wen Chuan Earthquake in which there are many supply chain problems about material distribution under emergency.
Corresponding Author Name：Jihai Zhang E-mail：zhangjihai@bit.edu.cn Mobile Phone：13501211727 References [1] Cheng Chen: Research on Reliability Management Model of Supply Chain based on Multi-Agent System (Nanjing University of Science and Technology, China 2011)
[2] Yuanhong Liu and Ming Luo: submitted to Modern Management Science (2005)
[4] Jianming Cai and Feng Zeng: submitted to Journal of Highway and Transportation Research and Development (2007)

Table 1 Overview of the specimens Type Experiment Specimen d [mm] Type Experiment Specimen d [mm] EPRI (L-profiles) Z1 (buckling) TL1 0 JETE (studs) Z1 (buckling) TT1 0 TL2 0 TT2 0 TL3 0 TT3 0 TL4 1.07 TT4 1.16 TL5 1.08 TT5 1.10 TL6 1.15 TT6 1.09 Z2 (shear) SL1 - Z2 (shear) ST1 - SL2 - ST2 - SL3 - ST3 - Materials Special concrete mix was designed with properties similar to the material used for the construction of JETE containment [5].
Material parameters were obtained by tensile test of P2 steel sheet.
Yield strength of the material was (323.8 ± 8.9) MPa, the modulus of elasticity was (226.9 ± 12.6) GPa.
Acknowledgement The paper was prepared thanks to the support of Czech Science Foundation (GAČR), project “Cementitious composites in severe environmental conditions“ (no. 14-19561S).
Journal of the Structural Division.

Katti, Experimental analysis of combustion characteristics of CI DI VCR engine using mixture of two biodiesel blend with diesel, Engineering Science and Technology, an International Journal, (2018) 1-9.
Agarwal, Experimental investigation of the combustion characteristics of a biodiesel (rice-bran oil methyl ester)-fuelled direct-injection transportation diesel engine, Proceedings of the Institution of Mechanical Engineers, Part D: Journal of Automobile Engineering, 220 (2007) 921-932.
Series: Material Science and Engineering 330 012075 (2018) 1-7.

Elsevier Science: Energy and Building 2002; 34: pp. 533-536
Elsevier Science 1996; 24: pp. 614-626
Elsevier Science: Energy and Building 2002; 35: pp. 337-351
Elsevier Science 1981: pp. 41-55
American Journal of Applied Sciences 2009; 6(8): 1495-1501

Various techniques are applied to achieve the protection, like use of insulation materials, white coating, or surface finishes which reduce the influence from outside, use of heat pipe that conduct heat from hot components to cold ones, use black coating for enhancing radiation inside, and so on.
[2] Sobieszczanski-Sobieski, J., “The sensitivity of complex, internally coupled systems,” AIAA Journal, Vol. 28, No. 2, (1984), pp. 153-160
Y., and Huang, H., “Multidisciplinary optimization in Earth observation satellite main parameters”, Journal of Beijing University of Aeronautics and Astronautics, Vol.34, No.5, (2008), pp.529-532.
J., “Research of sun synchronization orbit satellite power system design computation method”, Chinese Space Science and Technology, Vol. 21, No. 2, (2001), pp.19-25.

The melting point was obtained by XT-4 melting point apparatus, the structure was confirmed by means of Han-Sun (dpx300) nuclear magnetic resonance spectrometer, FT-IR (Nicolet) infrared spectrometer and BioTOFQ mass spectrometer (The structure information was available in supplementary materials). 1,6-Bis(α-decylpyridinium) hexane Dibromide.
Zhou, Chinese Journal of Organic Chemistry 24 (2004) 563
Oguzie, Y.Li, F.H.Wang, Journal of Colloid and Interface Science 310(2007) 90

The net result is often that the people using sophisticated design and manufacturing systems are unaware of the materials and performance criteria underpinning their successful use in engineering practice.
This is because they are affected by a wide range of factors, and can occur as a result of deficiencies in, and subtle interplay amongst, design methods, manufacturing and fabrication processes, materials selection and performance, and operation and maintenance.
Case Studies in Cracking The principles of failure analysis and fractography (which is the science of the study of fracture surface features) are common across all size scales of cracking problem.
[3] Materials Handbook, 10 th edition, Vol. 11 Failure Analysis and Prevention, Editors: RJ Shipley and WT Becker, ASM International, Materials Park, Ohio, USA (2002)
James, International Journal of Fatigue, Vol. 17 (1995), pp.457-462

Their algebraic equations, although based on linear elastic material behaviour (i.e. simplified material properties), were used to illustrate how the extent of removal of steel-concrete bond, section properties and load distribution may influence the load carrying capacity.
The second author’s work on patch repairs has addressed the structural characteristics of R.C. beams in which, in the course of applying the repair materials, the concrete cover and the main steel-concrete bond over certain regions of the damaged R.C. beams are removed prior to the application of the repair material.
Acknowledgements The authors would like to thank the Uk-based manufacturers Penistone Reinforcement, Cemex, Fosroc Ltd, Hanson Cement, Micron, Sika, Derbyshire Aggregates and Elkem for their provision (in kind) of essential materials, as well as their much valued friendly and detailed technical advice regarding the use of their materials.
(Eds.), Elsevier Applied Science, London(1992), p. 314-325
Kani: The riddle of shear failure and its solution, Journal of the American Concrete Institute, Vol. 61, April, 1964, p.441-467