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Due to the high cost of titanium manufacturing the application area of titanium is highly limited, especially in the civil consumption.
Semiatin, Materials Science and Engineering, Vol.332(2002), p343
Ward, Materials Science and Engineering, Vol. 405(2005), p296 [3] V B hosle, E.G Babura, ,M Miranov, Materialsand Engineering, Vol. 356(2003), p190 [4] H.J.
Savvakin, Materials Science and Engineering, Vol. 528(2011), p1686 [10] E.
Materials Science and Engineering, Vol. 32(2012), p1011 [11] J.W.

Potential conversion of plastic waste in old landfill to fuel Boonya Charnnok1, a, Pairoj Kirirat3, b, Sumate Chaiprapat1, c * 1Energy Technology Research Center, Department of Civil Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai Campus, Hat Yai, Songkhla 90110, Thailand 3Department of Mechanical Engineering, Faculty of Engineering, Prince of Songkla University, Hat Yai Campus, Hat Yai, Songkhla 90110, Thailand aboonya_ch@yahoo.com, bpairoj.k@psu.ac.th, csumate.ch@psu.ac.th Keywords: Municipal solid waste, Plastic, Energy, RDF, Landfill, Compressive strength Abstract.
Reinhart, Solid Waste Engineering, Bill Stenquist, USA, 2002
Vigil, Integrated Solid Waste Management : Engineering Principle and Management Issues, McGraw-Hill, New York, 1993

Seismic response of underground structure under vertical seismic excitation Cheng-zhi QI＊, Xu Liu, Guohua Li, Deng Pan, Jian Luo Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing 100044, China; E-mail: qichengzhi65@163.com; Key words: vertical seismic excitation, roof slab, soil-structure interaction, dynamic response Abstract: Seismic response of shallowly buried underground under vertical seismic excitation is studied.
Introduction One issue in earthquake engineering that was dismissed at an early stage was the vertical component of earthquake ground motion.
Only in the past 2 decades has the established view on vertical earthquake motion been reinvestigated from an engineering seismology as well as an earthquake engineering stand points.
The disaster analysis of the subway stations in great Hanshin earthquake, Earthquake Resistant Engineering, 2(1996), 40-43

Studies on the Index of Energy Momentary Change Rate for Sliding Base-Isolated Structures on Different Level of Friction Coefficient Min Sun1, 2,a and Liping Tong1,b 1School of civil Engineering,Zhengzhou University,Zhengzhou,Henan,450001,China 2College of Architectural Engineering,Zhongyuan institute of Technology, Zhengzhou,Henan 450007,China asunmin052000@zzti.edu.cn, btongliping@zzu.edu.cn Keywords: Sliding base-isolated structures, Energy, Energy momentary change rate, Friction coefficient Abstract.
References [1] Yike Xie and Xianguo Ye:Journal of Hefei University of Technology(JCR-SCI).Vol. 29(2006),P. 1425(In Chinese) [2] Yongfeng Du,Kaiyan Liu and Yunfei Shao:Earthquake Resistant Engineering and Retrofitting.
Vol.30(2008),P.14(In Chinese) [3] Jianqiang Wang,Zhuo Zhao,Yonggang Ding and Dawang Li:Journal of Vibration and Shock.Vol. 30(2011),P.241(In Chinese) [4] Jianqiang Wang and Jianliang Wang:Henan Science.Vol.28(2010),P.302(In Chinese) [5] Yang Y B,Lee T Y and T sai C: Earthquake Engineering and Structural Dynamics.Vol. 19(1990), P.739 [6] Zhiyong Yang,Fuyi Liu and Meqing Fan: Earthquake Engineering and Engineering Vibration.Vol. 23(2003),P.139(In Chinese) [7] Zhiyong Yang,Meqing Fan and Ming Hua: Journal of Wuhan University of Technology.Vol. 25(2003),P.34(In Chinese)

Wahab 4,d 1, 2, 3 Department of Manufacturing Design, Faculty of Manufacturing Engineering, Universiti Teknikal Malaysia Melaka (UTeM), 76100 Durian Tunggal, Melaka, Malaysia 4 Department of Mechanical and Materials Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 Bangi, Malaysia tajul@utem.edu.mya, mayonis@yahoo.comb, baharudin.abubakar@utem.edu.myc, dzuraida@eng.ukm.myd Keywords: Failure Mode and Effects Analysis; Remanufacturing; Environment; Automotive Abstract.
The further work on the concept of remanufacturing can referred the research work that done by Ijomah (2007) and Sundin (2009) [9,10]. 3.0 Failure Mode and Effects Analysis (FMEA) Failure Mode and Effects Analysis (FMEA) is an established reliability engineering activity that supports the fault tolerant design, testability, safety, logistics and related functions [11].
This organization serve to many clients include government agencies, military and civil defense forces as well as commercial clients from various industries such as machinery, aviation, public utility, transportation, power generations, roadwork equipment, mining and marine and mostly that working with diesel engines.
CIRP International Conference on Life Cycle Engineering, Leuven. (2006) 447-452 [2] Galbreth and Joseph.
Bras, Issues in the automotive parts remanufacturing industry - a discussion of results from surveys performed among remanufacturers, International Journal of Engineering Design and Automation. 4(1) (1998) 27-46

In civil engineering, the expression structural robustness is used to indicates an inherent property of a structure that allows it to resist against an accidental event, preventing a progressive and/or disproportionate collapse.
[2] Joint Committee of Structural Safety (JCSS), Risk Assessment in Engineering.
Canisius et al., Structural robustness design for practising engineers, COST Action TU0601 Robustness of Structures, 2011
Park, Theoretical stress-strain model for confined concrete, Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804-1826, 1988
Gerstle, Behavior of Concrete under Biaxial Stresses, Journal Engineering Mechanics Division, Vol. 99, No. 4, 1973

Strength Analysis of Single-Symmetry Ratio for Single-Symmetry I-Beam Wei-Ting Hsu1,a*, Kun-Ze Ho1,b, Yu-Xin Liu2,c, and Shu-Ti Chung1,d 1Department of Construction Engineering at Chaoyang University of Technology, Taichung, Taiwan 2Civil Engineer, Xie Sheng Engineering Consultants, Taichung City.
Nethercot, in: The Effective Lengths of Cantilevers as Governed by Lateral Buckling, The Institution of Structural Engineers, Vol.51, NO.5, pp.161-168. (1973)
[5] Jankowska-Sandberg, Joanna, Kołodziej, Jarosław, in: Experimental study of steel truss lateral–torsional buckling, Engineering Structures, Vol.46, pp.165-172. (2013)
Papp, in: On design method of lateral-torsional buckling of beams: State of the art and a new proposal for a general type design method, Periodica Polytechnica Civil Engineering, Vol.59(2), pp.179-192. (2015)

The first researching line explores the possibilities that MICP (Microbially Induced Calcite Precipitation) shows to improve the engineering properties of granular structures, to find out the most suitable proportions of urea, bacteria and calcium chloride, in relation to the weight of sand-like granular samples; in order to come out with effective cementing solutions.
Its main goal was to obtain cementing solutions for different purposes, such as improving soil stability, healing concrete cracks, building roads and paths, restoring monuments, transforming sand into sandstone… to open up multiple scenarios and use these cementing solutions in the realm of design, architecture and civil engineering, without damaging the environment.

Most codes of practice provide formulae for effective width based on bending action only but engineers often apply them to other cases.
Aref : Effective flange width provisions for composite steel bridges ( Engineering Structures, Vol. 26 (2004), p. 1843-1851)
Ahn :Proposed Effective Width Criteria for Composite Bridge Girders ( ASCE Journal of Bridge Engineering, Vol.12(3) (2007), p.325-338)
Obata : Elastic-plastic seismic behavior of long span cable-stayed bridges ( Journal of Bridge Engineering, ASCE, Vol.4(3) (1999), p.194-203)
Wong: Ambient vibration measurements and finite element modelling for the Hong Kong Ting Kau Bridge ( Structural Engineering and Mechanics, Vol.15(1) (2003), p.115-134) .

Numerical Simulation Study On Local Enhanced Heat Transfer For High Temperature Heat Pipe Heat Exchanger Shimei Sun, Jingmin Zhou Jilin Institute of Architecture and Civil Engineering, Changchun, 130118, China.
So the numerical results satisfy the actual engineering requirement, thus further providing the reliability of CFD software’s credibility.
Heat Pipe Technology and Engineering Application, Chemical Industry Punish Accompany(2000).
Applied Thermal Engineering.
Journal of Engineering For Thermal Energy And Power , No.6(1998).In Chinese