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Carbon fiber cloth in structural engineering application Han Jianqiang 1,2, a,Fu Xiuyan 3, and Zhang Yumin1 1 Earthquake engineering research center of Hebei Province, Civil engineering of Hebei Union University , Tangshang, China 063009 2 Beijing Key Lab of Earthquake Engineering and Structural Beijing University of Technology, Beijing, China 100024 3Tangshan architectural engineering medium training school, Tangshang, China 063000 atshjq@139.com Keywords: Carbon fiber; prestressed; precast; reinforced concrete; structure system Abstract.

Reliability sensitivity analyses for oil whip in rotor-bearing system Changqing Su1, a,*, Yiyu Sun1, b, Lexin Li2, c 1Key Laboratory of Fundamental Science for National Defense of Aeronautical Digital Manufacturing Process, Shenyang Aerospace University, Shenyang, China 2School of Equipment Engineering, Shenyang Ligong University, Shenyang, China aneusucq@163.com, bjinshuxiaoyu@163.com, clilexin6767@yahoo.com.cn Key words: Oil whip; rotor-bearing system; fourth moment method; reliability sensitivity Abstract: Oil whip phenomenon is the common fault in rotor-bearing system.
But in practice engineering, due to the requirement of work condition, oil whip cannot be avoided all the time in rotor-bearing system.
Rackwitz, Civil Engineering Systems, Vol.4 (1986) No.3, p.203
Journal of Engineering Mechanics.

Experimental Study on Fatigue Crack Propagation of Through-thickness Crack under Out-of-plane Bending Xiaochen Ju1 Kazuo Tateishi2 1,2Department of Civil Engineering, Nagoya University; Furo-cho,Chikusa-ku 4648603, Nagoya, Japan; 1juxc2008@163.com, 2tateishi@civil.nagoya-u.ac.jp Key words: Through-thickness crack; Out-of-plane bending; Stress intensity factor; Crack front shape Abstract.
Engineering fracture Mechanics 7(1975), pp.481-490 [2]D.R.J.Owen and A.J.Fawkes, “Engineering fracture mechanics: numerical methods and applications”, UK: Swansea: Pineridge press Ltd (1983)
Fracture(1965), Sendai, pp.341-362 [4]G.C.Shi and B.Macdonald, “Fracture mechanics applied to engineering problem-strain energy density fracture criterion”, Engineering Fracture Mechanics.6 (1974), pp.361-386

Research on Skeleton Curves of Steel-concrete Composite Beams Yangbing Liu 1, 2, a, Fang Chen1, 2, b and Jingbo Liu3, c 1School of Civil Engineering, Chongqing University 400045, China 2Key Laboratory of New Technology for Construction of Cities in Mountain Area Chongqing University, Ministry of Education, Chongqing 400045, China 3Department of Civil Engineering, Tsinghua University, Beijing 100084, China asunice@cqu.edu.cn, bffzx1221@hotmail.com, cliujb@tsinghua.edu.cn Keywords: Steel-concrete composite beam, Skeleton curves, Moment-curvature, Elasto-plastic, Aseismic analysis Abstract.
But this skeleton curve is more complicated and can not be applicable to the practical engineering.
Seismic Behavior Analysis of Steel-Concrete Composite Frame Structure Systems. 14th World Conference on Earthquake Engineering, October 12-17, (2008), Beijing, China
Journal of Structural Engineering, Vol. 131(2005), pp. 715 - 724

Engineering construction side as the sole responsibility of the main security practices clearly unfair Subway lack of risk management team of professionals.
During the construction process found that some engineering geological unit in full accordance with normative standards to implement construction safety problems are still there, indicating that the current risk management techniques to control specification is not comprehensive enough, and some have been behind the development of the times, the actual project has been lost or partially loss of guidance, developed for different cities, different geological units, the technical specifications of different environmental conditions has been quite tight.
Core content includes: the establishment of the project organization system and mode of cooperation, a clear division of responsibility for security tasks of project management of the parties, the parties expressly management points; develop engineering geology, hydrogeology thorough investigation program, divided into different geological units, each unit of the main to clear geological risk, risk assessment and grading; corresponding measures of risk must be clear for the geological characteristics of the project, construction methods, urban environment, develop targeted and applicability of construction safety measures, and those measures that can be achieved effects are clear expectations.
References [1] The construction of parallel systems of subway stations based on ACP approach, Dong Xisong,Yu Zhongdong,Yu Jiehan,Xiong Gang,Zhang Guangxin,Vehicular Electronics and Safety (ICVES), 2013 IEEE International Conference on,28-30 July 2013,P93– 98,13814897,Dongguan,10. 1109/ICVES.2013.6619610 [2] Technology Building for Information Management System of Subway Construction Monitoring, Hu Rongming,Li Rui,Chen Hong,Jiang Yanfei,Multimedia Technology (ICMT), 2010 International Conference on,10.1109/ICMULT.2010.5631201: 2010,P1-4 [3] Analysis on ground surface deformation induced by the subway double tunnels construction, Wu yan-kai,Gu ming-fei, Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on,22-24 April 2011P103-106,978-1-4577-0289-1,12125379 [4]Analysis on interacting of close-vertical underpass existing subway during construction, Yongsuo Li,Keneng Zhang,Changbo Huang,Zhong Li,Meilong Deng, Electric Technology and Civil Engineering (ICETCE

An Active Power Filter Controller Based on Dual-DSPs In Low-Voltage Power System ZOU WanFeng2,a , ZHANG Lei1, b 1College of electrical and Information Engineering.
Beijing University of Civil Engineering and Architecture, Beijing 100044, China 2College of electrical and Information Engineering.
Beijing University of Civil Engineering and Architecture, Beijing 100044, China azwf2x@163.com, bleizhang@bucea.edu.cn Keywords: Harmonic; DSP; Harmonic current detection; Active Power Filter Abstract.
The Institute of Electrical and Electronics Engineers,1992

Desorption of Mercury Complex from Fe-Modified Montmorillonite Adsorbent Membrane LODO Marjorie Jane1, a and DIAZ Leslie Joy2,b 1Environmental Engineering Program 2Department of Mining, Metallurgical and Materials Engineering University of the Philippines Diliman Quezon City 1101, Metro Manila, Philippines amllodo@upd.edu.ph, blesliejoy.diaz@coe.upd.edu.ph Keywords: adsorption, desorption, mercury cyanide, nanomembrane Abstract.
Acknowledgement The authors would like to acknowledge the Engineering, Research and Development for Technology (ERDT) and DOST for the financial support which made the conduct of this research possible.
Lo, Nanotechnologies for Water Environment Applications, American Society of Civil Engineers, 2009
Lo, Nanotechnologies For Water Environment Applications, American Society of Civil Engineers, 2009

Rajeswaran1,c 1Department of Civil Engineering, Sethu Institute of Technology, TN, India akumuthar@yahoo.co.in, bvijai_me@yahoo.co.in, crajeswarantvn@gmail.com Keywords: Ferrogeopolymer, Slab, Energy absorption, Ductility Abstract.
Jadhav, Investigation of Geopolymer Mortar and Concrete under High Temperature, International Journal of Emerging Technology and Advanced Engineering, 2(12) (2012) 384-390
Ghosh, Performance of Fly ash Based Geopolymer Mortars in Sulphate Solution, Journal of Engineering Science and Technology Review, 3(1) (2010) 36-40
Gaidhankar, Flexural Behaviour of Ferrocement Slab Panels using Welded Woven Mesh by Incorporating Steel Fibers, International Journal of Research in Engineering and Technology, 3(2015) 835-843
Karthikeyan, Novel Ferrocement Light Weight Wall Panels, International Journal of Civil Mechanical Engineering, 4 (2014) 85-97

In this section, operation organization holds large amounts of information, such as the information from AEC (agriculture/engineering/construction) phase, and from the government, construction organization, design company, etc.
BuildingSMART alliance thinks that, if we improve the procedure in which we submit, use and maintain building information, the construction industry may eliminate the part of waste which is higher than manufacturing in 2020. [2] BIM (Building Information Model) is a collaborative tool used by any member of the architectural, engineering and construction (AEC) industry based upon a number of software solutions.
We use this basic model to integrate the basic unit in civil engineering such as component types; space position; relationship between the components, etc.
Migliaccio: Annual Conference of the Canadian Society for Civil Engineering 2011 (Ottawa ON, Canada 2011), p. 1815
Calis: Journal of Construction Engineering and Management-ASCE, Vol. 138 (2012) No. 3, p. 431

Seismic Performance and Assessment of Precast Beam-Column Corner Joint Subject to Reversible Lateral Cyclic Loading Tukiar, M.A.1, a, Kay Dora A.G.2, b& Hamid, N.H.3, c 1,2Faculty of Civil Engineering, Universiti Teknologi MARA, Pulau Pinang, Malaysia 3Assoc.
Professor, Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Malaysia E-mail add: aazuan.tukiar@ppinang.uitm.edu.my, bkaydora@ppinang.uitm.edu.my, cnorha454@salam.uitm.edu.my Keyword: precast beam-column joint, cyclic loading, strength, stiffness degradation, displacement ductility, fragility curve Abstract: A seismic performance of full-scale precast reinforced concrete beam-column corner joint with corbel was examined in the laboratory.
Proceeding of 6th Asia Pacific Structural Engineering and Construction Conference, Kuala Lumpur, Malaysia, A281-A290 [2] ACI Innovation Task Group 1, (1999) Acceptance Criteria for Moment Frames Based on Structural Testing, Provisional Standard, American Concrete Institute, Farmington Hills
[6] Kay Dora A.G., Abdul Hamid N.H (2012) Seismic Performance of SFRC Beam-Column Joint with Corbel under Reversible Lateral Cyclic Loading, AICSIT International Journal of Engineering and Technology, Vol. 4, No. 1, 76-80 [7] Kay Dora, A.G. and Abdul Hamid, N.H. (2013) Experimental investigation on a non-seismic precast RC beam-column exterior joint under quasi-static lateral cyclic loading, Journal of Safety and Security Engineering V, WIT Press