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For example, Fig. 3 can be used to determine the minimum distance between the salt caverns, to find safe places for people to stay, and to identify proper areas for storing flammable and explosive materials.
Ahn: Journal of hazardous materials, Vol. 97(1) (2003), p. 31
Chamberlain: Chemical engineering research & design, Vol. 65(4) (1987), p. 299
Pietersen: Journal of Hazardous Materials,Vol. 20 (1988), p. 85
Wang: Advanced Materials Research, Vol. 396 (2012), p. 66

Melamine Aminated Primary Alcohols Using Potassium Hydroxide/ Activated Carbon Catalysts Zhen Li1, a*, Yan Ding1 , Jin Liu1,b 1 Anhui Key Laboratory of Advanced Building Materials, School of Materials Science and Chemical Engineering, Anhui University of Architecture, Hefei, P.
Aliphatic amine and its derivatives, as principal raw materials of organic chemicals and important organic intermediates, have found many applications, such as in the petrochemical industry, and the production of pesticide, pharmaceuticals, dyestuff and surfactants, etc.
Solid bases loaded on porous material can increase the surface area of catalyst and decrease the internal diffusion resistance of molecules.
Materials.
Vol.57( 2000), p.17 [6] Brunel D: Microporous and Mesoporous Materials.

Logistic of Building Simulation Model of Healthcare Facility For Further Performance Management – Case Study Daniela Onofrejová1,a, Jozef Kováč2,b, Jaroslava Janeková3,c 1, 2, 3Technical University of Kosice, Faculty of Mechanical Engineering, Department of Industrial Engineering and Management, B.Nemcovej 32, 042 00 Kosice, Slovakia adaniela.onofrejova@tuke.sk, bjozef.kovac@tuke.sk, cjaroslava.janekova@tuke.sk Keywords: logistic, simulation model, process model, healthcare facility.
Simulation models of Healthcare Services, and generally services, can be considered as innovative procedures and till lately were not as widely described as for example typical material flow in manufacture.
Key operations are, as follows: • examination by doctor (setting a diagnosis and medical procedures) • completing the therapy (usually 7 repetitions of the same rehabilitation procedure) • final examination by doctor.
Basic predefined elements in applied version of system WITNESS Manufacturing Performance Edition 2007 are being used for building the simulation environment for machine engineering manufacturing plant.

Hench1 1 University Professor of Engineering, Dept. of Biomedical Engineering, Florida Institute of Technology, Melbourne, Florida, 32901; USA *address correspondence to Larry Hench, 9900 Bellagio Ct.
Polak, Third-Generation Biomedical Materials, Science, 295, 1014-1017 (2002)
Stevens, Complexity in Biomaterials and Other Challenges in the Translation of Tissue Engineering, Nature Materials, 8, 457-470 (2009)
Hench, Hierarchical Porous Materials for Tissue Engineering, Philosophical Transactions of the Royal Society, 364, 263-281 (2006)
Stevens, Comparative Materials Differences Revealed in Engineered Bone as a Function of Cell-Specific Differentiation, Nature Materials. 8, 763-8 (2009)

The old materials is seriously thinning so that mixture gradation are difficult to meet specification requirements at mix design.
[4] FHWA, 2000 Recycled Materials In European Highway Environments: Uses, Technologies, and Policies [R].
Australia: 9th National Local Government Engineering Conference ,29 August 1997
Guidelines for Recycling Pavement Materials[R].
Engineering and construction, 2007, (2) : 182-183

Residual Thermo-creep Deformation of Copper Interconnects by Phase-shifting SEM Moiré Method Qinghua Wang a, Huimin Xie a1, Zhenxing Hu a, Jing Zhang b, Jun Sun b, Gang Liu b a AML, Department of Engineering Mechanics, Tsinghua University, Beijing 100084, China c School of Materials Science and Engineering, Xi’an Jiaotong University, Xi’an 710049, China 1xiehm@mail.tsinghua.edu.cn, Key words: thermo-creep deformation, copper interconnects, grating, random phase-shifting, SEM moiré Abstract: The thermo-creep deformation of interconnects related to the residual stress, directly affects their performance and lifetime.
Optics and Lasers in Engineering. 2010, 48(11): 1113-1118
Optical Engineering. 1982, 1: 427-431
Optical Engineering. 1993, 32(2): 522
Optics and Lasers in Engineering. 2004, 41(5): 755–765

Behavior of square hollow section steel tubes filled with concrete under different loading conditions Jin Tiande 1,a, Guo Lanhui 2,b 1 Architectural & Civil Engineering Design Institute CO.LTD,Hangzhou, 310001, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China a jin_td@163.com, b guolanhui@hit.edu.cn Keywords: square hollow section (SHS); loading conditions; concrete-filled Abstract.
Recently, the use of concrete-filled square hollow section (SHS) tubes has become increasingly popular in civil engineering structures.
School of civil Engineering, University of Sydney, Australia, No.
Journal of Structural Engineering, Vol.128, No.8 (2002), pp.1073-1081
Engineering Mechanics, Vol. 25, No.9 (2008), pp. 143-148 [10] T.

Xu, S control of automatic underwater vehicles, The Ocean Engineering, 2001, 19(3): 81-84
Lv, Intelligent Motion Control of Autonomous Underwater Vehicle, Harbin: Harbin Engineering University, 2008: 24-35
Shein, Fuzzy logic control of an autonomous underwater vehicle, Control Engineering Practice, 1994, 2(2): 321-331
Pang, Simulation of fuzzy self-turning PID control based on simulink, in Proceedings of 2011 Applied Mechanics and Materials, 2011: 1644-1649
Xiang, Research on Modeling and Simulation of a Long-Endurance Underwater Vehicle, Harbin: Harbin Engineering University,2009: 51-63.

Attachment lugs are one of the most fatigue-and fracture-critical components in modern engineering structures [1].
Engineering Failure Analysis.
Engineering Fracture Mechanics.
Engineering Fracture Mechanics.
[10] Gao Qing: Engineering Crack Mechanics (Chongqing University Publications, China 1986)

Substructural Damage Identification of Stone Arch Bridge Based on Probabilistic Neural Network Guo Fengqi1, a, Yu Zhiwu1, b 1School of Civil Engineering, Central South University, Changsha, Hunan, 410075, China ahngfq@126.com, bzhiwuyu@csu.edu.cn Keywords: Stone arch bridge; Probabilistic neural network; Substructure; Damage identification Abstract.
If the parts with similar materials, consistent function and dynamic characteristics of system are divided into sub-structures, damage identification should be firstly used to judge which structural damage occour in, and then the other neural network methods, respectively, are used for damage location and damage degree identification of the substructure.
The required data for combination parameters are easily obtained from the measurement of actual engineering structures.
The measured accuracy is more high, which will contribute to the method for practical damage identification of engineering structures
References [1] YUAN Xudong, ZHOU Jing, HUANG Mei: Journal of Harbin Institute of Technology Vol. 37 (2005), p. 488-490(In Chinese) [2] Li Zhongxian,Yang Xiaoming: Earthquake Engineering and Engineering Vibration Vol. 23 (2003), p. 92-99(In Chinese)