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Online since: August 2014
Authors: Zheng Hong Xia, Wei Jun Pan
Research on the Workload of the Controller-to-be based on the Radar Simulator
Zheng-hong Xiaa , Wei-jun Panb
1 School of Air Traffic Control, Civil Aviation Flight University of China, Guanghan 618307, China a66949827@qq.com, bpanatc@sina.com
Keywords: workload; radar simulator; controller-to-be; workload sensitivity
Abstract.
Acknowledgements This work was financially supported by the Civil Aviation Bureau Innovation Guide Fund (MHRD20130213) and the Youth Fund of Civil Aviation Flight University of China (Q2012-075).
Journal of Transportation Systems Engineering and Information Technology. 2013, 13(6):147-153
Journal of Transportation Systems Engineering and Information Technology. 2009, 9(1):122-127
Journal of Transportation Engineering and Information. 2006, 4(2):70-75.
Acknowledgements This work was financially supported by the Civil Aviation Bureau Innovation Guide Fund (MHRD20130213) and the Youth Fund of Civil Aviation Flight University of China (Q2012-075).
Journal of Transportation Systems Engineering and Information Technology. 2013, 13(6):147-153
Journal of Transportation Systems Engineering and Information Technology. 2009, 9(1):122-127
Journal of Transportation Engineering and Information. 2006, 4(2):70-75.
Online since: May 2016
Authors: M.M. Vijayalakshmi, A. Vijayalakshmi
Experimental Studies on Strengthening of Reinforced Concrete Beams Using Ferrocement Wraps for Energy Efficiency
1M.M.Vijayalakshmi and 2A.Vijayalakshmi
1,2Department of Civil Engineering, Faculty of Building and Environment
Sathyabama University, Chennai - 600119, TamilNadu, India
1vnat12345@gmail.com, 2vijiraj@gmail.com
Keywords: Concrete beams, Ferrocement, retrofitting, Energy efficiency, Sustainable Development.
[10] Kaushik .S.K and Garg.V.K “Rehabilitation of RC Beams Using Precast Ferrocement Bonded Plates” Department of Civil Engineering, Indian Institute of Technology, Roorkee, India
“Behaviour of Reinforced Concrete Beams Strengthened in Shear”, Prof and Co Chairman, Department of Civil Engineering, NED Univ of Engg and Tech, Karachi (Pakistan)
[10] Kaushik .S.K and Garg.V.K “Rehabilitation of RC Beams Using Precast Ferrocement Bonded Plates” Department of Civil Engineering, Indian Institute of Technology, Roorkee, India
“Behaviour of Reinforced Concrete Beams Strengthened in Shear”, Prof and Co Chairman, Department of Civil Engineering, NED Univ of Engg and Tech, Karachi (Pakistan)
Online since: September 2018
Authors: Duy Nguyen Phan, Theophilus O. Oforkaja, Aleksei E. Polikutin
Nguyen2,c
1Voronezh State Technical University, 84, 20 Letia Oktiabria str, Voronezh, 394006, Russia
2Central Civil Engineering University, 24 Nguyen Du str, Tuyhoa, 620000, Vietnam
aa.pl@mail.ru, bositaoforkaja@yahoo.com, cnguyenphanduy@muce.edu.vn
Keywords: rubber concrete, reinforced rubber concrete, flexural member, beam, normal section, strength, crack resistance, polymer concrete, aggressive medium.
Atanov, Problems and methods of experimental studies of normal sections of flexural members of T- section reinforced rubber concrete, Scientific herald of the Voronezh State University of Architecture and Civil Engineering.
Pinaev, Francisco Saviti Mathias da Fonesca, Effect of polymer-cement protection on the crack resistance of reinforced concrete flexural members, Scientific herald of the Voronezh State University of Architecture and Civil Engineering.
Atanov, Problems and methods of experimental studies of normal sections of flexural members of T- section reinforced rubber concrete, Scientific herald of the Voronezh State University of Architecture and Civil Engineering.
Pinaev, Francisco Saviti Mathias da Fonesca, Effect of polymer-cement protection on the crack resistance of reinforced concrete flexural members, Scientific herald of the Voronezh State University of Architecture and Civil Engineering.
Online since: February 2012
Authors: Bing Guo, Lin Pan
The research and development of engineering project based on the Building Information Mode
Bing Guo1,a,Lin Pan2,b
1,2Department of Civil Engineering,Xinxiang University,Xinxiang,Henan,China
agbchch@163.com
bxiaoguangli_2007@163.com
Keywords: Building Information Mode(BIM), Project Information Management System(PMIS), Entire Life Cycle,Modularization
Abstract.
The paper has also compared the traditional engineering project management information management (PMIS) with the new system based on BIM and under the B/S overhead construction PMIS and has given the fit and unfit quality.
Engineering drawings, documents, data and documents, a large quantity of and generally to paper in the form of preservation, not random access at any time, affect the management of information efficiency.
Modern engineering project construction industry can also like other industry department, can provide to the final use function as the main service.
Journal of Construction Engineering and Management, ASCE, Vol. 123, No. 1, March 2003
The paper has also compared the traditional engineering project management information management (PMIS) with the new system based on BIM and under the B/S overhead construction PMIS and has given the fit and unfit quality.
Engineering drawings, documents, data and documents, a large quantity of and generally to paper in the form of preservation, not random access at any time, affect the management of information efficiency.
Modern engineering project construction industry can also like other industry department, can provide to the final use function as the main service.
Journal of Construction Engineering and Management, ASCE, Vol. 123, No. 1, March 2003
Online since: June 2010
Authors: Yan Zhang, Jun Zhang
A hybrid Model of Neural Network and Grey Theory for Air Traffic
Passenger Volume Forecasting
ZHANG Yan
1, a, ZHANG Jun
2,b
1
2School of Electronic and Information Engineering
Beihang University (Beijing University of Aeronautics and Astronautics) Beijing, P.R.C
a
cathy_zy12@yahool.com.cn
Keywords: Grey Theory, Radical Basis Function, Neural Network, Traffic Forecasting
Abstract.
The model is tested with the Chinese civil aviation passenger volume data from 1998 to 2007 and the result shows that the model is feasible for practical implementations.
Acknowledgment The authors are grateful to Doctor CAI Kaiquan and the colleagues from China Civil Aviation Data Communication and ATM/CAAC for their constructive comments about this study.
The model is tested with the Chinese civil aviation passenger volume data from 1998 to 2007 and the result shows that the model is feasible for practical implementations.
Acknowledgment The authors are grateful to Doctor CAI Kaiquan and the colleagues from China Civil Aviation Data Communication and ATM/CAAC for their constructive comments about this study.
Online since: May 2014
Authors: Sivakumar Naganathan, Sonny Silvadanan, Tang Yew Chung, Mark Francis Nicolasselvam, Sivadass Thiruchelvam
Use of Wastes in Developing Mortar- A Review
Sivakumar Naganathan1,a, Sonny Silvadanan2,b, Tang Yew Chung3,c,
Mark Francis Nicolasselvam4,d and Sivadass Thiruchelvam5,e
1Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten 43000 Kajang Selangor, Malaysia
2Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten 43000 Kajang Selangor, Malaysia
3Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten 43000 Kajang Selangor, Malaysia
4Department of Civil Engineering, Universiti Tenaga Nasional, Jalan Ikram-Uniten 43000 Kajang Selangor, Malaysia
5Centre for Innovation and Design, Universiti Tenaga Nasional, Jalan Ikram-Uniten 43000 Kajang Selangor, Malaysia
asivaN@uniten.edu.my, bsonny_3o@yahoo.com, c iantangyc@gmail.com, dmark_7@live.com.my, Sivadass@uniten.edu.my
Keywords: Mortar, wastes, masonry, cement, binder.
Maitra, Decomposition Study Of Calcium Carbonate In Cockle Shell, J. of Engineering Science and Technology. 7(2012) 1 -10
Maitra, Decomposition Study Of Calcium Carbonate In Cockle Shell, J. of Engineering Science and Technology. 7(2012) 1 -10
Online since: December 2012
Authors: Adewole Oladele, Vera Vokolkova, Jerome Egwurube
Egwurube2,c
1Department of Civil Engineering, University of Botswana, Gaborone, Botswana
2School of Engineering & Built Environment, CQUniversity, Rockhampton, Australia
aadewole.oladele@mopipi.ub.bw, bvera.vokolkova@mopipi.ub.bw, cj.egwurube@cqu.edu.au
Keywords: Performance modeling, gravel loss condition, neural networks, Botswana
Abstract.
Ph.D thesis, Department of Civil and Environmental Engineering, University of South Florida, South Florida (2004)
Journal of Computer Aided Civil and Infrastructure Engineering.
Civil Engineering Department, University of Botswana (2012).
Ph.D thesis, Department of Civil and Environmental Engineering, University of South Florida, South Florida (2004)
Journal of Computer Aided Civil and Infrastructure Engineering.
Civil Engineering Department, University of Botswana (2012).
Online since: May 2016
Authors: Ružica R. Nikolić, Josef Vican, Miroslav Brodňan, Peter Kotes
Reliability of existing concrete bridges from the aspect of the reinforcement corrosion
KOTEŠ Peter1,a *, VIČAN Josef1,b, BRODNAN Miroslav1,c
and NIKOLIČ Ružica2,d
1University of Žilina, Faculty of Civil Engineering, Slovakia
2University of Žilina, Research Centre, Slovakia
akotes@fstav.uniza.sk, bvican@fstav.uniza.sk, cbrodnan@fstav.uniza.sk, druzicarnikolic@yahoo.com
* corresponding author: kotes@fstav.uniza.sk
Keywords: Corrosion, reinforcement, bridge, existing structure, active stage, passive stage, reliability, remaining lifetime.
Omishore, Applications of Advanced Variance-based Methods in Civil Engineering, Proc. of the Lightweight Structures in Civil Engineering, Warsaw (2009) 68–73
Rovnaniková, B.Teplý, Modeling of chloride concentration effect on reinforcement corrosion, Journal Computer-Aided Civil and Infrastructure Engineering 2 (2009) 446-458
Frangopol, Service-life prediction of deteriorating concrete bridges, Journal of Structural Engineering (1998) 309-316
Omishore, Applications of Advanced Variance-based Methods in Civil Engineering, Proc. of the Lightweight Structures in Civil Engineering, Warsaw (2009) 68–73
Rovnaniková, B.Teplý, Modeling of chloride concentration effect on reinforcement corrosion, Journal Computer-Aided Civil and Infrastructure Engineering 2 (2009) 446-458
Frangopol, Service-life prediction of deteriorating concrete bridges, Journal of Structural Engineering (1998) 309-316
Online since: December 2019
Authors: Evgeniy A. Yakovlev, A.I. Trautvain, V.A. Grichanikov, Ye.D. Potar'
Tasky, A traceability system between plant and work site for asphalt pavements, Computer‐Aided Civil and Infrastructure Engineering. 19 (1) (2004) 54-63
Aleksikov Laying hot asphalt mixes in repairing urban road pavements, Volgograd State University of Architecture and Civil Engineering Bulletin. 17 (2010) 35-42.
Batirov, Harmonization of the requirements of European standards for the particle size distribution of SMA-11 (SCHMA-11) taking into account the requirements of Russian standards, Engineering Bulletin of the Don. 42 (3) (2016) 112-120.
Kirillov, Evaluation methods of asphalt pavement service life, Magazine of Civil Engineering. 2 (2017) 42–56
Ashimova, Composition and rheological characteristics of bitumen in short-term and long-term aging, Magazine of Civil Engineering. 81 (2018) 93–101
Aleksikov Laying hot asphalt mixes in repairing urban road pavements, Volgograd State University of Architecture and Civil Engineering Bulletin. 17 (2010) 35-42.
Batirov, Harmonization of the requirements of European standards for the particle size distribution of SMA-11 (SCHMA-11) taking into account the requirements of Russian standards, Engineering Bulletin of the Don. 42 (3) (2016) 112-120.
Kirillov, Evaluation methods of asphalt pavement service life, Magazine of Civil Engineering. 2 (2017) 42–56
Ashimova, Composition and rheological characteristics of bitumen in short-term and long-term aging, Magazine of Civil Engineering. 81 (2018) 93–101
Online since: May 2011
Authors: Xing Wen Liang, Ke Jia Yang, Lin Zhu Sun
Direct Displacement Based Seismic Design of High Rise Structures with Strengthened Stories(I)—Theory
Kejia Yang1,a, Xingwen Liang2,b, Linzhu Sun1,c
1Architecture and Civil Engineering institute, Wenzhou University, Wenzhou, China
2 Civil Engineering Institute, Xian University of Architecture and Technology, Xian, China
a yangkejia@tom.com, b liangxingwen@yahoo.com.cn, c linzhusun@163.com
Key words: high rise structure, strengthened stories, displacement based, seismic design
Abstract.
Journal of Harbin University of Civil Engineering and Architecture, 2002(2):p12~19, (in Chinese); [3] Cheng Shaoge, Liu Jingwei.
Chopra Dynamics of Structures, Theory and applications to Earthquake Engineering [M].
China Civil Engineering Journal, 2005(09):53~61, (in Chinese).
Journal of Harbin University of Civil Engineering and Architecture, 2002(2):p12~19, (in Chinese); [3] Cheng Shaoge, Liu Jingwei.
Chopra Dynamics of Structures, Theory and applications to Earthquake Engineering [M].
China Civil Engineering Journal, 2005(09):53~61, (in Chinese).