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Arazi4,d 1,2Department of Civil Engineering, Universiti Teknologi PETRONAS, Tronoh, Malaysia 3School of Built and Environment, Heriot-Watt University, Putrajaya, Malaysia 4Department of Civil Engineering, National Defence University of Malaysia, Kuala Lumpur aalwaris2002@yahoo.com, bshahir_liew@petronas.com.my, cM.Khamidi@hw.ac.uk Keywords: Sustainable construction; onsite mechanization; non-road construction vehicles Abstract.
For achieving this endeavor, a structured closed ended questionnaire was sent to the civil contractors of Malaysia.
As the majority of them (88%) have their bachelor’s degree in engineering.
Journal of Construction Engineering and Management, 138(5): 631-641
Journal of Construction Engineering and Management, 138(8): 982 – 990

Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil. 2- IME - Military Institute of Engineering, Department of Materials Science, Praça General Tibúrcio, 80, 22290-270, Rio de Janeiro, Brazil.
A viable solution for these wastes is their incorporation in concrete for civil construction, as long as they have pozzolanic activity.
Introduction The fired-clay ceramic industry for civil construction products in Brazil has been following the country’s development with an increasing growth, which includes exportation to other countries.
A possibility still to be investigated is the addition of the specific ashes and grog wastes from a clay industry into structural concretes for civil construction.
Doctor Thesis in Civil Engineering, State University of Northern Rio de Janeiro, UENF, Campos dos Goytacazes, Brazil, 2012.

They enjoy a broad range of application; including, for example, biomechanical, automotive, aerospace, mechanical, civil, nuclear and naval engineering.

(Command and Control Quarter), managed by the Civil Protection Department.
One week after the earthquake, on 14th April 09, the on-site inspections started from churches located in the historic centre of L'Aquila and the surrounding areas, with the collaboration of the structural engineers from Universities participating in the ReLUIS network (Italian Laboratories University Network of Seismic Engineering).
This process involves three principal figures: an officer from the Cultural Heritage Authority, a structural engineer, and a team of operating Fire Brigade men.
Thereafter, the structural engineers could elaborate first project drafts, to be discussed in daily meetings at the operational core of the Fire Brigade (N.C.P., nucleus for the coordination of provisional interventions), with the engineers of the Corp and an officer of the Cultural Heritage Authority.
Civil Protection Agency - National Seismic Service, Roma, Italy

Introduction Transport airports are important public infrastructures which make great efforts on the development of civil aviation.
References [1] The Twelfth Five-year Plan to the Development of China's Civil Aviation, Civil Aviation Administration of China, 2011
[4] Bo Jiang, Jing Li, “Airport site selection optimization based on high-speed rail competition,” Science Technology and Engineering, vol.12, pp.2096-2098, May 2012
[6] Zhiqiang Sun, “Overview of civil aviation airport site selection,” Airport Construction, vol(3), pp.19-20, March 2003
[12] The Civil Airport Construction Regulations, Civil Aviation Administration of China, 2004.

On Problems of Mechanical Properties of Structural Steel in Load-Carrying Structure of Historical Building Construction Karmazínová Marcela1,a , Melcher Jindrich1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří St. 331/95, 602 00 Brno, Czech Republic akarmazinova.m@fce.vutbr.cz, bmelcher.j@fce.vutbr.cz Keywords: Structural steel, historical structure, material test, mechanical property, tensile testing, yield strength, ultimate strength, Young's modulus, chemical composition.
The paper is focused on the problems of the mechanical properties of steel used for load-carrying structures of civil engineering constructions, especially from the viewpoint of properties of old steels used in historical constructions in comparison with current steels.
Company”, Faculty of Civil Engineering of BUT, Brno 2010
Company”, Faculty of Civil Engineering of BUT, Brno 2012

One of the goals of the civil airport (and for that matter, one of the legislative requirements) is to ensure safety, both in relation to the protection of civil aviation against unlawful acts (SECURITY) and operational safety (SAFETY).
Safeguarding International Civil Aviation against Acts of Unlawful Interference.
Ministry of Transport, ref 641/2009-220-SP/4, (2011) [3] CIVIL AVIATION REGULATION L17 – Security.
Safeguarding International Civil Aviation against Acts of Unlawful Interference.
Švec: Utilizing knowledge of physics in safety engineering.

Protecting design of "the zero thickness" – thermopanel// Magazine of civil engineering. 2008. № 1.
Partially rib precast and cast-in-situ floors with cellular-concrete blocks// Magazine of civil engineering. 2011. № 6.
Analysis of opportunities and practician of use of methods of nanotechnology// Magazine of civil engineering. 2009. №6.
Prospects of use of nanoconcrete in monolithic wide-span ridge overlappings with post-tension// Magazine of civil engineering. 2009. № 2.
Research of characteristics of the nanomodified dry construction mixes// Magazine of civil engineering. 2011. № 2.

A Virtual Model for Civil Building Electric Control based on Matlab Controller Liu HongWei Cangzhou Municipal Engineering Company, HeBei Cangzhou 061000, China Keywords: Civil Building Electric Control, Model Predictive Control, Matlab Abstract: The purpose of this study is correct and effective model predictive control (MPC), in reduce energy demand and cost of buildings in power network and use pricing -- a demand and charges.

Discussion of Different Methods of Strengthening Masonry Walls with Constructional Column Cheng Wang1, a, Yongkun Luo1,Xiaolong Xu1 Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China wangchengxx@sohu.com Key words: Masonry, Strengthening, Finite element, Constructional column Abstract.
With the rapid development of economy and the civil engineering discipline, the seismic performance of existing masonry wall can't satisfy the codes and regional seismic requirements.
It has engineering sense for the strengthening work.
This paper uses a finite element software- abaqus to analyze these two methods of strengthening masonry walls with constructional column, and make a comparison with the original wall to verify the feasibility and engineering practical value of the methods.
Lv and C.X.Shi: Building Structure,Vol. 36 (2006) No.11, p.77(In Chinese) [4] Concrete Structure Design Criterion(GB50010-2002)(China Building Industry Press) [5] F.J.Liu,Y.H.Zhu and X.H.Ma: Structural Engineers, Vol. 27 (2011) No.3, p.62(In Chinese) [6] Z.Zhuo: Finite Element Analysis and Application Based on ABAQUS (Tsinghua University Press) [7] F.F.Ye,X.L.Gu and W.P.Zhang: Structural Engineers,Vol. 21 (2005) No.3, p.19(In Chinese)