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Online since: May 2011
Authors: Da Guang Li, Zhang Ying, Xue Ping Gao
An Analytic Solution for the Diffraction of Plane P Waves by a Cylindrical Inclusion in Half Space Da-Guang Li 1,a,Xue-Ping Gao 1,b, Ying Zhang 2,c 1 School of civil Engineering, Tianjin University, 300072 China 2 Tianjin Petroleum Vocational and Technical College,301607 China alibohao1980@sohu.com, b xpgao@tju.edu.cn, c zhangying19810217@163.com Keyword: Inclusion; Diffraction; Analytic solution; Plane p waves; Fourier-Bessel wave function expansion Abstract.
Introduction The elastic wave diffraction by inclusion has been widely studied, as one important topic in Civil engineering, Earthquake engineering, and other fields.
[5] Yang zailin,Liu diankui,Sun botao: scattering of sh-waves and dynamic stress concentration by moving rigid cylinder in half space, Engineering Mechanics, Vol.26 (2009), P.51-56
Online since: December 2019
Authors: N.A. Simonov, Alexander V. Dolzhenko, Andrey E. Naumov, A.V. Klyuev
Simonov1,d 1Institute of Civil Engineering of Belgorod State Technological University named after V.G.
Previously, the authors investigated the strength and deformative characteristics of PCT elements, which are polypropylene and polyethylene tubes for technical purposes filled with heavy concrete, which are common in engineering construction.
Series, Materials Science and Engineering. 327 (2018)
Magazine of Civil Engineering. 83 (7) (2018) 73–82.
Online since: November 2013
Authors: Gabriel Cséfalvay, Tomas Trčka, Petr Sedlak, Ondřej Vodák
Using Acoustic Emission in Fracture Monitoring of Cementitious Composites Gabriel CSEFALVAY1,a, Tomas TRCKA1,b, Ondrej VODAK2,c, and Petr SEDLAK1,d 1Department of Physics, Faculty of Electrical Engineering and Communication, Brno University of Technology, Technicka 8, Brno 61600, Czech Republic 2Institute of Structural Mechanics, Faculty of Civil Engineering, Brno University of Technology, Veveri 95, Brno 60200, Czech Republic axcsefa00@stud.feec.vutbr.cz, bxtrcka03@stud.feec.vutbr.cz, cvodis@seznam.cz, dsedlakp@feec.vutbr.cz Keywords: Acoustic Emission, Failure Location, Numerical Modeling, Cementitious Composites.
Introduction Among all composite materials used in civil engineering, concrete is considered as the most used one.
Advanced Tool for Engineering Nonlinear Analysis [8], offers tools specially designed for computer simulation of concrete and reinforced concrete structure behavior, and its non-linear FEM code is based on a fracture and damage mechanics, and plasticity approach.
Online since: July 2015
Authors: Eva Vejmelková, Jaroslava Koťátková, Monika Čáchová
Influence of Selected Pozzolanas on Basic Physical and Mechanical Properties of HSC VEJMELKOVÁ Eva1,a *, ČÁCHOVÁ Monika1,b and KOŤÁTKOVÁ Jaroslava2,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Prague 6, Czech Republic aeva.vejmelkova@fsv.cvut.cz, bmonika,cachova@fsv.cvut.cz, cjaroslava.kotatkova@fsv.cvut.cz Keywords: Crushed brick, high strength concrete, waste material, basic physical and thermal properties.
Konvalinka, Fracture characteristics of refractory composites containing metakaolin and ceramic fibers, Advances in Mechanical Engineering: article in press, DOI: 10.1177/1687814015573619.
Online since: April 2016
Authors: Juraj Bilčík, Ivan Holly, Katarína Gajdošová
Numerical Modeling of Reinforcement Corrosion on Bond Behaviour HOLLÝ Ivan1, a *, BILČÍK Juraj1, b and GAJDOŠOVÁ Katarína1, c 1Faculty of Civil Engineering STU in Bratislava, Department of Concrete Structures and Bridges, Radlinskeho 11, 810 05 Bratislava, Slovakia aivan.holly@stuba.sk, bjuraj.bilcik@stuba.sk, ckatarina.gajdosova@stuba.sk Keywords: concrete, reinforcement, corrosion, bond, numerical analysis.
In: Journal of the South African Institution of Civil Engineering. 2012, vol. 54 no. 2, pp. 78–85.
[8] Koteš, P. – Brodňan, M. (2012): Numerical modelling of the reinforcement corrosion. 18th International Conference Engineering Mechanics Svratka, Czech Republic, May 14 – 17, 2012, pp. 673–679
Procedia Engineering, Vol. 65.
Online since: August 2011
Authors: Tie Jun Zhao, Li Tian, Wei Qun Cao
Durability of mechanically loaded Strain-hardening cement-based composites (SHCC) Weiqun Cao1,2, a,*, Li Tian1,b and Tiejun Zhao1,c 1School of Civil Engineering, Qingdao Technological University, Qingdao, China 2School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China aqdcaoweiqun@163.com, btlsxf@163.com, cztjgp@263.net Keywords: Durability, multi-crack formation, strain-hardening, fibre-reinforcement.
Cement-based composites with such tensile response, yet containing low volumes of short fibres, can be engineered by use of formulations based in micromechanics [1-3].
Li: Engineering foundation conference on advances in cement & concrete (New Hampshire 1994) [7] K.
Online since: July 2011
Authors: Xiang Yun Huang, Hong Yan Zhang, Jian Liu, Guang En Zhou, Zeng Lin Xing
A New Calculation Approach on Fundamental Nutural Period of Vieration for Semirigid Steel Structure Jian LIU 1, a, Xiangyun HUANG1, b, Guangen ZHOU 2,c Hongyan ZHANG1, d And Zenglin XING1, e 1 School of Civil Engineering, Guangzhou University , Guangzhou ,510006 ,P.R.
The Modeland and Lateral Drift Stiffness of Steel Frame Column There are about three manners of the general beam-column connections for the engineering design of steel structures to be choosed,i.e.,(1)Weld connection shown in Fig. 1(a), (2)High strength bolted connection shown in Fig. 2, (3)Welded and bolted hybrid connection shown in Fig. 1(b).
In the usual engineering design of steel frame structure, beam-column connection is assumed either as a hinged connection, or as a rigid connection.
References [1] Technology Specification for Steel Structure of High-rise Civil Building,JGJ99-98, (China Building Industry Press, Beijing 1998) ,in Chinese
[5] Yosuk Kim and Wai-Fuh Chen, Pratical Analysis For Partially Restrained Frame Design, Journal of structural Engineering, Vol.124(7) (1998)p. 736-749.
Online since: May 2011
Authors: Kun Ma, Bo Song
Study on Cognizing Disaster Prevention Signs in Public Buildings Bo Songa, Kun Mab School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China asongbo@ces.ustb.edu.cn, berieko666@hotmail.com Keywords: Public building;Disaster prevention sign;Cognize;Disaster and Accident.
As shown in Table 3, in China civil building design code, it divides into top and 1~5 altogether 6 ranks according to complexity of the project.
Table 3 Gradation of disaster prevention sign setting Rank of civil buildings design top ,first-rank second ,third-rank fourth ,fifth-rank Sign important level Ⅰ Ⅱ Ⅲ When building rank is top or 1 rank, generally is large-scale public building.
Online since: September 2011
Authors: Zi Qi Ju
Reason analysis of runway incursions based on grey theory JU Zi-qi College of Safety Science & Engineering, Civil Aviation University of China, Tianjin 300300, China juziqi841206@sohu.com Key words: Grey theory; Runway incursion; Flight unsafe event; Airport management; Abstract: To prevent runway incursions, we should have the corresponding systematic prevent ideas.
Grey relation analysis and model for civil aviation accidents forecasting (In Chinese) Journal of safety and Environmen, 2006, 6(6) . p. 127–130
[6] XS Gao Preventing runway incursion to avoid aircraft ground collision (In Chinese) China Civil Aviation, 2009.10. p. 58–59.
Online since: May 2011
Authors: Li Ping Li
Analysis and Test on Indoor Thermal Environment of Tibetan-style Dwellings of Different Materials Liping Li Department of Architecture, Faculty of Civil Engineering and Architecture , Kunming University of Science and Technology, Kunming , China llping402@163.com Key words: Tibetan-style dwelling; rammed earth and brick; indoor thermal environment; test and analysis Abstract.
Introduction Shangri-La (Zhongdian) County Town, with an elevation of 3300m, belongs to the cold climate region (VIC) according to the Standard of Climatic Regionalization for Architecture (GB50178-93) [1] and Thermal Design Code for Civil Building (GB 50176-93) [2].
[2] Thermal Design Code for Civil Building (GB 50176-93), in Chinese
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