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Online since: August 2019
Authors: Matha Prasad Adari, P. Lavanya, P. Hara Gopal, T.Praveen Sagar, S. Pavani
Pavani4,c Department of Civil Engineering, Nadimpalli Satyanarayana Raju Institute of Technology, Andhra Pradesh, India – 531173 amathaprasad.adari@gmail.com, blavanyapunnam@gmail.com, charagopal09@ gmail.com, cpraveen.sagar157@ gmail.com, cpavani.civil2009@gmail.com Keywords: Proton Exchange Membrane, Bipolar plate, Serpentine flow field, Current density, Power density.
Engineering Congress on Alternative Energy Applications.
Austin Chemical Engineering - Volume 3 Issue 4 – 2016.
Online since: August 2014
Authors: Lan Xiang Zhu, Zhen Wang, Feng Yu, Lei Gu
SVD-TLD Sensing Algorithm for EES-MIMO Radar Zhen Wanga, Lanxiang Zhub*, Feng Yuc, Lei Gud Changchun Architecture And Civil engineering College, Changchun, Jilin, China. 130000 *Corresponding Author : Lanxiang Zhu* a email: 2287415099 @qq.com b*email: 519007262@qq.com c email: 46554096 @qq.com d email: 13021947 @qq.com Keywords: EES-MIMO radar, MIMO radar, electromagnetic environment perception algorithms Abstract.
Its biggest advantage is little prior knowledge is required, and therefore extremely suitable for engineering applications [6,7].
Based on these considerations, a reasonable and efficient approach is to have engineering the significance of the MIMO transmitting radar signals into the frequency band of the power spectrum of the interference signal through segment, in order to avoid the influence of the interference signal received by the radar section of the signal.
Online since: August 2013
Authors: Ling Huang
Performance-based Seismic Design Research of a Super High-rise Building Ling Huang College of Civil Engineering and Architecture, Nanchang Hangkong University Nanchang 330063, China nchyhL2@126.com Keywords: Complex high-rise building; Performance-based design; Seismic design Abstract.
For it meets relevant requirement, it is reasonable to select the top slab of the basement as partial fixing. 4.2 Main components The strength grades of engineering wall and concrete column are C40~C60, while beam and board's are C40.
Elastic-plastic analysis under major earthquake This engineering structure has many over-limit conditions and unfavorable characteristics for seismic resistance.
Online since: January 2020
Authors: A.M. Sorokin, Vladimir N. Zlobin, Aleksey S. Kudashev
Practice: Proceedings of the 66th All-Russia. scientific and engineering. conf. according to the results of research Zap 2008, Samara, [Samara State. arhit.
Fokin, Improvement of gas-burning devices heat generating plants of heat supply systems by reducing the toxic products of combustion, Herald of Volgograd State University of Architecture and Civil Engineering.
Vasiliev, Ion implantation energy and mechanical engineering: Monograph, M of Education and Science Ros.
Online since: January 2012
Authors: Wan Zhong Yin, Li Xia Li, Xiao Long Yu, Cheng Liang Wang, Shi Jie Tao
Flotabilities of Iron Minerals and Quartz in Flotation System of Dodecylamine Lixia Li1,a, Wanzhong Yin1, b, Xiaolong Yu1, c, Chengliang Wang2, d Shijie Tao3, e 1School of Resources & Civil Engineering, Northeastern University, Shenyang,110819, China 2Qidashan Iron Mine; Anshan, 114043, China 3China Railway Eryuan Engineering Group Co.Ltd, Chengdu 610031, China alilixia@mail.neu.edu.cn, b yinwanzhong@mail.neu.edu.cn, c15841859007@126.com, d wchl@ansteel.com.cn, e 272348722@qq.com Keywords: Flotation characteristics.Magnetite.Martite.Mixed ore Abstract.
Minerals Engineering, Vol. 18 (2005), p. 219 [3] Wang Y, Ren J.
Online since: February 2011
Authors: Yong Fu
Unpublished Masters Thesis, Faculty of Engineering, Civil Engineering Department, Dalhousie University, Halifax, Canada, p. 80. (2004)
Journal of Environmental Engineering.
Online since: September 2008
Authors: Antonio Occhiuzzi
For the case of MR dampers, Eq. 6 becomes () ()() []dd t ffuiiii ⋅−−+= H minmax min , (8) Control algorithms for semi-active systems Control algorithms for civil structures proposed in literature come in different fashions and correspond to different conceptual approach to the exploitation of variable-properties devices for dynamic response reduction of earthquake-excited structures.
Journal of Engineering Mechanics, ASCE, vol.126, n. 8 (2000), 795-803
Bullettin of Earthquake Engineering, vol. 1, n. 2 (2003), 275-302
Spizzuoco: Experimental analysis of a semi-actively controlled steel building, Structural Engineering and Mechanics, vol. 19, n. 6 (2005)
Online since: July 2011
Authors: Xue Feng Zhou, Xiang Chen, Yong Zhang
An Interestingness Measure and Computation Method of Association Rules Based on Frequent Itemsets Relatedness Xiang Chen1, a, Xuefeng Zhou1, b and Yong Zhang2, c 1School of Civil Engineering, Xi’an Technological University, Xi’an, China 2Wuhan University of Science and Technology, Wuhan, China axichen0801@163.com, bzxf0311@126.com, cappserver@yahoo.cn Keywords: Association rules, Frequent itemsets, Relatedness, Interestingness.
[4] Meifeng Zhang, Jianwei Zhang, Xinjing Zhang and Shuqin Lou: Computer Engineering and Applications, vol. 19(2003), p. 196-198, in Chinese
[5] Yongliang Wu and Lian Chen: Computer Engineering, vol. 29(2003), p. 98-100, in Chinese
Online since: December 2010
Authors: Wei Shen, Fu Hai Li, Cong Jun Lu
Study on Improving overall Calculation Method of Mix Design Method for Fly Ash Hpc Wei Shena,Fuhai Lib and Congjun Luc School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, 610031, China a 374554267@qq.com, b lifuhai2007@ home.swjtu.edu.cn , c1025640681@qq.com Keywords: Overall Calculation; Fly Ash High Performance Concrete; Separate Component; Mix Design Abstract.
In practical engineering, we usually take into account construction costs, construction period and other factors to determine the optimum fly ash dosage.
[5] Dengxiang Zhang,Weijun Yang.Journal of Transport Science and Engineering, Vol.24 (2008) :p.22-25 [6] Qianrong Yang, Xueli Wu ,Lingyi Zhang.
Online since: September 2011
Authors: Mohamed A. Shahin, Alice Cargeeg
Shahin1, a and Alice Cargeeg2,b 1Senior Lecturer, Curtin University, Department of Civil Engineering, Perth, WA, Australia 2Graduate Engineer, Main Roads Western Australia, Perth, WA, Australia am.shahin@curtin.edu.au, balice.cargeeg@mainroads.wa.gov.au Keywords: c-phi soil, laboratory experiments, multistage, triaxial compression.
Watson, Multi-stage triaxial for determining c' and phi' of saturated soils, in: Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France (1961), p. 191-195
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