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Impact of Engineering Software on Construction Project Management in Bahrain Samer Abdulla Aqlan He, Yabo (Tutor) , Hyb5610@163.com School of Civil Engineering, Wuhan University, China (430072) Abstract.
In the last few years there are complex and huge projects and each project has a lot of activities that cannot be managed by engineers and managers , so the imported of engineering software that to help engineers and project manager to manage the project .
"Project Management developed from several fields of application including construction, engineering, and defense activity" [2] Engineering Software Engineering software or project management software "is the process of Controlling and leading a software project" [3].
This study will encourage contractors and engineers to adopt engineering software (Project management software) to make good planning and good control for their projects which are going to execute in future.
FIG.3 Answer of Q3: Engineering software is positively affecting on project success?

Li3,d 1Changzhou key laboratory of construction engineering and material properties, Changzhou institute of technology, Changzhou, Jiangsu, China 213002 2School of Civil Engineering and Architecture, Changzhou institute of technology, Changzhou, Jiangsu, China 213002 3 School of Civil, Chemical and Environmental Engineering, RMIT University GPO box 2476v Melbourne, Australia 3001 ayiyi.zhou@rmit.edu.au, bZhaofh@czu.cn, cShiwc@czu.cn, dJie.Li@rmit.edu.au Keywords: expansive soil, effective stress, soil suction, soil water characteristic curve Abstract.
Civil Eng.
Civil Eng.
Civil Eng.
Proceedings of Geo-Institue Shallow Foundation and Soil Properties Committee Sessions at the ASCE 2001 Civil Engineering Conference, Houston,Texas. (2001)

Mathematical Modelling of Thin-Walled Cold-Rolled Cross-Section FLODR Jakub1,a, KREJSA Martin1,b*, MIKOLASEK David1,c, SUCHARDA Oldrich1,d and ZIDEK Libor2,e 1 VSB - Technical University Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, Ludvika Podeste 1875/17, 708 33 Ostrava - Poruba, Czech Republic 2 VSB - Technical University Ostrava, Faculty of Civil Engineering, Laboratory of Building Materials, Ludvika Podeste 1875/17, 708 33 Ostrava - Poruba, Czech Republic ajakub.flodr@gmail.com, bmartin.krejsa@vsb.cz, cdavid.mikolasek@vsb.cz, doldrich.sucharda@vsb.cz, elibor.zidek@vsb.cz Keywords: numerical modelling, wind engineering, thin-walled cold-rolled cross-section, steel structure, trapezoidal sheet, finite element method, FEM, ANSYS Abstract.
Investigating into behaviour of the trapezoidal sheets subjected to extreme loads represents an urgent issue in wind engineering.
Rosmanit, Load bearing capacity tests of mechanical joining on timber-concrete beam, Procedia Engineering. 65 2013 434-439
Transactions of the VSB – Technical University of Ostrava, Civil Engineering Series.
Krejsa, Measured data processing in civil structure using the DOProC method, Advanced Materials Research. 859 (2014) 114-121

Introduction Most universal designs for the civil engineering industry intend to set developed classification modules in its platform, which can be applied to a variety of structural designs so as to develop its basis stone for a certain steel structure; professional steel structure design software features targeted to provide guidance for factory processing [1] in terms of both convenient features and some representative software techniques [2].
The final stage of a collaborative asynchronous design in steel structural engineering has succeeded in developing a parallel comprehensive software process.
(2) Structural analysis capabilities: The input response spectrum curve can calculate a nonlinear analysis of engineering structures
Steel-structured Engineering Software Framework Based on Cloudy theory Virtual platform.
Application of Automatic Assembly Technology Based on B Rep on Inventor [J] . 2011 International Conference on Civil Engineering and Transportation, 2011.

Preface 2016 the First International Conference on Civil Engineering and Materials Science (ICCEMS 2016) was held during May 1-3, 2016.
The conference provides a platform for researchers, scientists, developers, and practitioner to discuss the topics on civil engineering and materials science and share state-of-art research results, for exploring new areas of research and development, and to discuss emerging issues in the fields of civil engineering and materials science with participants from all over the world, both from academia and from industry.
Manos, Dept. of Civil Engineering, Aristotle University of Thessaloniki-Greece Conference Co-chair Prof.
Shuraim, Civil Engineering Department, College of Engineering, King Saud University, Saudi Arabia Prof.
Mahdi Moharrampour,Faculty of civil Engineering, Islamic Azad University Buin zahra Branch, Iran

Long-Term Performance Research on Reinforced Concreted Beams with Pre-Stressed CFRP Plate Kefeng Zhou1,a, Yuzhi Li, Baojing Zhang1,b, 1School of Traffic and Transportation Engineering, Changsha University of Science and Technology Changsha, Hunan 410011, china a zkfsly780623@126.com,bsun870503@163.com Keywords: long-term test reinforce pre-stressed CFRP plate Abstract: With the continuous development of science and technology, the method of using the pre-stressed carbon fiber on the concrete structure, in particular on the bridge structure has become a research direction by the domestic and foreign scholars.
In this paper, it has done the long-term test for the civil carbon fiber in the library on the base of the research of reinforced concreted beams with pre-stressed CFRP plate, and has observed the slip of the carbon fiber fixed on the side of the tension anchor.
The results showed that: when put 50% of the ultimate stress of the carbon fiber on the carbon fiber, under the action of long-term tension, the variation of carbon fiber and the slip of the carbon fiber fixed on the side of tension anchor can all achieve intended purpose of the experimen ,which provides the theoretical data on the long-term performance research of the civil carbon fiber reinforced on the concrete structures.
The material parameter is as follows: Tab.1 Material parameters of a carbon fiber board produced domestically tensile strength (MPa) elastic modulus (GPa) elongation (%) 2510 165 1.7 1.2 Experimental device This test uses an institute of Civil Engineering, we have developed a national patent tensioned pre0stressed carbon fiber plate and anchoring device for carbon fiber sheets were tension and anchoring.
Conclusions (1) From the near Anchorage supports anchorage of carbon fiber sheet slip, can we see the anchoring device developed by the School of Civil Engineering, we have a better anchoring effect.

It is becoming a great challenge for civil engineers to design a foundation which able to minimize the effect of an earthquake.
One of the main reasons is originated from the complexity of the geotechnical problem which requires fundamental knowledge in soil mechanics, foundation engineering, soil-structure interaction and earthquake engineering.
Based on ASTM International [4], EPS densities vary for practical civil engineering applications.
Pecker, Advance Earthquake Engineering Analysis, Springer Wien New York, France, 2007, pp. 43-59
Leonardo, Foundation Engineering Handbook, Mexico, Springer Science, Lehigh University, 1991, pp. 673-678

Rock permeability is important in civil and geo-hydraulic engineering, the mining and petroleum industries, and in environmental and engineering geology.
Introduction Rock permeability is important in civil and geo-hydraulic engineering, the mining and petroleum industries, and in environmental and engineering geology.
Disastrous water in-rush and coal and gas outbursts into excavations pose a potential significant risk to mining and civil engineering projects.
Fluid flow in rock strata also influences the regular construction and daily service of geo-engineering projects.
Kern: Engineering Geology Vol.61(2001), p.163-180 [13] G.D.H.

Introduction Thin-walled steel profiles are widely used in various fields of industrial and civil engineering [7, 15, 16, 36, 39].
The finite elements for design of building walling made of thin-walled beams, Magazine of civil engineering, 8(26) (2011) pp. 69-80
Designing of steel frameworks from thin-walled cold-formed profiles in SCAD Office, Magazine of Civil Engineering, 8 (2010) pp. 38-46
Novaia versiia, novye vozmozhnosti, Magazine of Civil Engineering, 2 (2009) pp. 10-12
The finite elements research for calculation of thin-walled bar, Magazine of civil engineering, 1(27) (2012) pp. 53-73

Experimental Analysis of Slender Concrete Columns at the Loss of Stability KENDICKÝ Peter1,a*, BENKO Vladimír1,b and GÚCKY Tomáš1,c 1 Faculty of Civil Engineering at SUT in Bratislava, Radlinskeho 11, SK-810 05 Bratislava, Slovak Republic apeter.kendicky@stuba.sk, bvladimir.benko@stuba.sk, ctomas.gucky@stuba.sk Keywords: Slender columns, stability, experiment, failure, resistance, reliability, buckling.
Within the applied research of the Faculty of Civil Engineering at Slovak University of Technology in Bratislava in cooperation with the company ZIPP Bratislava LTD the experimental verification of the slender reinforced concrete columns was realized.
Experimental verification After the predictive calculations, production of experimental samples and preparation of laboratory conditions the concrete columns were tested in Central laboratory of the Civil Engineering faculty SUT Bratislava.