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Online since: October 2014
Authors: Miroslav Bilanič, Pavel Vlček, Karel Kubečka
APPLICATION OF RISK ANALYSIS FOR BUILDING EVALUATION Miroslav Bilanič 1, a *, Karel Kubečka1, b, and Pavel Vlček1, c 1VŠB – TU Ostrava, Faculty of Civil Engineering, Department of Building Constructions, L.
Zdražilová, Technical Evaluation of Leaks Envelope Building with Timber Frame and Straw Thermal Insulation, Proceedings of the 2013 international conference on material science and environmental engineering, MSEE (2013), pp. 432 – 435.
Online since: December 2012
Authors: Xi Bing Hu, Jian Hua Lu
Researches on the Shear Deformation of Joints Domain of Beam-to-Column Connection of Light Steel Structure Xibing Hu1,a, Jianhua Lu1,b 1 College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, 410004, China ahxb_is_me@126.com, b276180481@163.com Keywords: light steel structure; beam-to-column connection; joint domain; shear deformation; finite element method Abstract: The joint domain of beam-to-column connection is very complex parts under loading, which plays an important role in transferring internal forces in light steel structure, such as moment, shear, axial force and so on.
ANSYS the numerical analysis of engineer structure.
Online since: July 2014
Authors: Hui Yong Guo, Mao Sheng, Zheng Liang Li
Structural Damage Detection based on Ridge Estimation Method Huiyong GuoPP1, 2,a, Mao Sheng1, 2 and Zhengliang Li1, 2 1School of civil Engineering, Chongqing University, Chongqing 400045, P.
Engineering Structures, Vol.19(1997) p.718-723 [2] S H Petro, S H E Gangarao, S Venkatappa.
Online since: March 2018
Authors: Kitiyot Tungsudjawong, Woranuch Deelaman, Kantima Chaochanchaikul
Introduction During the past decade, there has been much more research and developments about environmental friendly materials in construction and civil engineering as result of the environmental regulations and the demand for construction eco-materials [1-2].
Silva, Effect of the addition of coal-ash and cassava peels on the engineering properties of compressed earth blocks, J.
Online since: June 2015
Authors: Marek Foglar, Jiri Stohr
Analytical description of punching–shear resistance of concrete specimens subjected to close blast Jiri Stohr1, a *, Marek Foglar1,b 1CTU in Prague, Faculty of civil engineering, Department of concrete and masonry structures, Thákurova 7, 166 29, Prague, Czech Republic, Tel: +420 224 354 630 ajiri.stohr@fsv.cvut.cz, bmarek.foglar@fsv.cvut.cz Keywords: Blast resistance, Punching-shear resistance, Close blast Abstract: The paper describes approach for the description of punching-shear resistance of concrete slab specimens subjected to close blast.
Kovar, Conclusion from experimental testing of blast resistance of FRC and RC bridge decks, International Journal of Impact Engineering. 59 (2013), 18-28
Online since: July 2014
Authors: Ji Zhang
Three-Parameter Damage Evolution for Quasi-Brittle Solids ZHANG Ji School of Civil Engineering, Tongji University, Shanghai, China zhang_ji@tongji.edu.cn Keywords: brittle solid; damage evolution; triaxial compression; hydrostatic stress; deviatoric stress Abstract.
I: Theory“, Journal of Engineering Mechanics, ASCE, vol. 114, 1988 p.1672–1688. ].
Online since: September 2018
Authors: Batyr M. Yazyev, Anton S. Chepurnenko, Eduard G. Yanukyan, Michael S. Turko
Yazyev, Flat axisymmetrical problem of thermal creepage for thick-walled cylinder made of recyclable PVC, Procedia Engineering. 150 (2016) 1686-1693
Beams, plates, shells, Rostov State University of Civil Engineering, Rostov-on-Don, 2015
Online since: August 2013
Authors: Kai Ting Wen, He Rui Li
A Matching Theorem in GFC-Spaces with Application to Saddle Points Kai-Ting Wen, He-Rui Li School of Civil Engineering and Architecture, Bijie University Bijie, Guizhou 551700, P.
[4] Kai-Ting Wen, He-Rui Li. 2011 World Congress on Engineering and Technology, Vol. 1(2011), p. 543
Online since: January 2012
Authors: Zhong Qing Zhang, Xiao Lian Zhao, Yu Xia, Shao Kun Ma
Mechanism Study of Arch Dam Yu Xia 1, a, Zhong-qing Zhang 2,b Shao-kun Ma2,c, and Xiao-lian Zhao 3,d 1Civil Engineering And Architecture Department of Guangxi University of technology, Liuzhou, China 2 College of Civil and Architecture Engineering, Guangxi University, Nanning, China 3.College of Resources and Environment, Guangxi University, Nanning China asumm-rain@163.com, bzhangzq@gxu.edu.cn, c261688417 @qq.com,dxiaolianbsh@126.com Keyword: overload analysis arch dam finite element.
Online since: July 2015
Authors: Andrea Ghiotti, Francesco Medea, Stefania Bruschi
Feasibility analysis of lubrication through magneto-rheological fluids in sheet metal forming processes Francesco Medea1a, Andrea Ghiotti1b, Stefania Bruschi1c, 1University of Padua, Dept. of Industrial Engineering, via Venezia 1, 35131 Padova, Italy afrancesco.medea@unipd.it, bandrea.ghiotti@unipd.it, cstefania.bruschi@unipd.it Keywords: Magneto-rheological fluids, friction Abstract.
Up to date, the most common applications of MR fluids regard the integration in mechatronics applications mainly in civil and mechanical fields, where they are often used as active lubricants in rotary components such as bearings.
[6] Sebastian Rosel, Marion Merklein, Flow Behaviour of Magnetorheological Fluids, Considering the Challenge of Sealing in Blank Hydroforming in the Flange Area with Rectangular Leakage Area Cross-Sections, Key Engineering Materials, Vol. 473 (2011) Pg. 121-129