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Online since: July 2011
Authors: Guo Hong Tian, Yu Ying Qin, Jing Qian Wang
Random Vibration Analysis of Heavy-duty Truck Based on Pseudo Excitation
Qin Yu-yinga, Wang Jing-qianb, Tian Guo-hongc
Liaoning University of Technology, Automobile and traffic engineering institute, Jinzhou 12100, China
aqinyuying1972@yahoo.com.cn, b 543633612@qq.com, ctgh-scy@163.com
Keywords: Pseudo excitation; Heavy-duty truck; Random vibration; Six-wheel road excitations
Abstract This paper discusses pseudo excitation method and constructs pseudo six-wheel pseudo excitation.
In civil engineering, there is a new method for Random vibration analysis, which is pseudo-excitation method[2], it has been used for random vibration analysis of cars, but less for heavy vehicles[3,4].
In civil engineering, there is a new method for Random vibration analysis, which is pseudo-excitation method[2], it has been used for random vibration analysis of cars, but less for heavy vehicles[3,4].
Online since: March 2006
Authors: Jong Tae Jeong, Won Youl Choi, Byung Kyu Choi, Jong Oh Kim
Fabrication of Photocatalytic TiO2 Thin Film using Innovative Aerosol
Deposition Method
Jong-Oh Kim
1,a, Won-Youl Choi
2,b, Byung-Kyu Choi2,c and Jong-Tae Jeong
1,d
1
Department of Civil Engineering, Kangnung National University, Gangneung Daehangno 120,
Gangneung, Gangwon-do, 210-702, Korea,
2
Department of Metal and Materials Engineering, Kangnung National University, Gangneung Daehangno 120,
Gangneung, Gangwon-do, 210-702, Korea
a jokim@kangnung.ac.kr,
b cwy@kangnung.ac.kr,
cceramicchoi@empal.com, djjt1344@hanmail.net
Keywords: Aerosol deposition, TiO2 thin film, Photocatalytic, TiO2 nano powder
Abstract.
Online since: January 2022
Authors: Arnaud Perrot, Damien Rangeard, Mathilde Cocheteux, Simon Guihéneuf
Proceedings of the Institution of Civil Engineers - Construction Materials. https://doi.org/10.1680/jcoma.19.00115
[10] Guihéneuf, S., Rangeard, D., Perrot, A., 2019.
Addition of bio based reinforcement to improve workability, mechanical properties and water resistance of earth-based materials, in: Academic Journal of Civil Engineering - Vol 37 No 2 (2019): Special Issue - ICBBM 2019.
Proceedings of the Institution of Civil Engineers - Construction Materials 169, 241–251. https://doi.org/10.1680/jcoma.15.00035 [15] Minke, G., 2006.
Addition of bio based reinforcement to improve workability, mechanical properties and water resistance of earth-based materials, in: Academic Journal of Civil Engineering - Vol 37 No 2 (2019): Special Issue - ICBBM 2019.
Proceedings of the Institution of Civil Engineers - Construction Materials 169, 241–251. https://doi.org/10.1680/jcoma.15.00035 [15] Minke, G., 2006.
Online since: December 2024
Authors: Sorin Dan, Ion Aurel Perianu, Alexandru Ion, Alexandra Marina Barbu, Cornelia Baeră, Bogdan Bolborea, Aurelian Gruin, Ana Cristina Vasile
URBAN-INCERC Timişoara Branch, Traian Lalescu, no. 2, Timișoara, România
2“Politehnica” University of Timișoara, Faculty of Civil Engineering, Traian Lalescu, no. 2, Timișoara, România
3“Politehnica” University of Timișoara, Faculty of Management in Production and Transportation, Remus, no. 14, Timișoara, România
4 ISIM Timișoara, Mihai Viteazu, no. 30, Timișoara, România
5N.I.R.D.
URBAN-INCERC, Bucharest Branch, Pantelimon, no. 266, Bucharest, România 6Bucharest Technical University of Construction, Faculty of Civil, Industrial and Agricultural Construction, Department of Metallic Constructions, Management and Engineering Graphics, Lacul Tei, no. 124, Sector 2, Bucharest, România *abogdan.bolborea@incd.ro, bsorin.dan@upt.ro, ccornelia.baera@incd.ro, daurelian.gruin@incd.ro, ealexandru.ion86@yahoo.com, fana.vasile@incd.ro gaperianu@isim.ro, halexandra.marina.barbu@gmail.com Keywords: NDT, UPV, earthen constructions, structural integrity evaluation, drying process, compression, air-dry density.
PN 23 35 04 01: Fundamental-applied research into the sustainable development of construction products (materials, elements, and structures, as well as methods and technologies) that utilizes current national resources to enhance the eco-innovative and durable aspects of Romania's civil and transport infrastructure.
Ighalo, Predicting the compressive strength of concrete by ultrasonic pulse velocity, IOP Conference Series: Materials Science and Engineering, vol. 1036, no. 1, (2021) 012053 [9] B.
URBAN-INCERC, Bucharest Branch, Pantelimon, no. 266, Bucharest, România 6Bucharest Technical University of Construction, Faculty of Civil, Industrial and Agricultural Construction, Department of Metallic Constructions, Management and Engineering Graphics, Lacul Tei, no. 124, Sector 2, Bucharest, România *abogdan.bolborea@incd.ro, bsorin.dan@upt.ro, ccornelia.baera@incd.ro, daurelian.gruin@incd.ro, ealexandru.ion86@yahoo.com, fana.vasile@incd.ro gaperianu@isim.ro, halexandra.marina.barbu@gmail.com Keywords: NDT, UPV, earthen constructions, structural integrity evaluation, drying process, compression, air-dry density.
PN 23 35 04 01: Fundamental-applied research into the sustainable development of construction products (materials, elements, and structures, as well as methods and technologies) that utilizes current national resources to enhance the eco-innovative and durable aspects of Romania's civil and transport infrastructure.
Ighalo, Predicting the compressive strength of concrete by ultrasonic pulse velocity, IOP Conference Series: Materials Science and Engineering, vol. 1036, no. 1, (2021) 012053 [9] B.
Online since: August 2021
Authors: Karel Šuhajda, Tomáš Žajdlík
Comparison of Fire Resistance Testing Methods for Structures with Timber Elements
ŽAJDLÍK Tomáš1,a*, ŠUHAJDA Karel1,b
1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, Brno 602 00,
Czech Republic
azajdlik.t@fce.vutbr.cz, bsuhajda.k@fce.vutbr.cz
Keywords: timber structure, fire safety, fire resistance, timber elements, flammable layers, charring rate, combustion chamber, fire test
Abstract.
Acknowledgements The results presented in this article were obtained within the solution of the specific research project FAST-J20-6467 of the Faculty of Civil Engineering of the Brno University of Technology.
The structure was tested on the test equipment of the AdMaS research centre, which forms part of the Faculty of Civil Engineering at the Brno University of Technology.
Acknowledgements The results presented in this article were obtained within the solution of the specific research project FAST-J20-6467 of the Faculty of Civil Engineering of the Brno University of Technology.
The structure was tested on the test equipment of the AdMaS research centre, which forms part of the Faculty of Civil Engineering at the Brno University of Technology.
Online since: July 2016
Authors: Giang Dinh Nguyen, Vinh Phu Nguyen
Computer
Methods in Applied Mechanics and Engineering, 5:179--196, 1994
Computer Modeling in Engineering and Sciences, 5(6):477--495, 2004
International Journal for Numerical Methods in Engineering, 86(12):1435--1456, 2011
International Journal for Numerical Methods in Engineering, 95(11):928--952, 2013
International Journal for Numerical Methods in Engineering, 2015.
Computer Modeling in Engineering and Sciences, 5(6):477--495, 2004
International Journal for Numerical Methods in Engineering, 86(12):1435--1456, 2011
International Journal for Numerical Methods in Engineering, 95(11):928--952, 2013
International Journal for Numerical Methods in Engineering, 2015.
Online since: May 2012
Authors: Hai Xia Chen
Journal of Railway Science and Engineering.Vol.
[2] W.W.Yu.etal:instantanenous and long-time deflection of R.C.beams under woking loads(journal of ACI,1960 [3] Dongtao Xia and Yingming He: submitted to Journal of Hubei Polytechnic University (2004) In China [4] Penyun Feng and Bing Wu: submitted to Civil Engineering and Architecture (2008) In China [5] Information on http://www.buildingstructure.com.cn
[2] W.W.Yu.etal:instantanenous and long-time deflection of R.C.beams under woking loads(journal of ACI,1960 [3] Dongtao Xia and Yingming He: submitted to Journal of Hubei Polytechnic University (2004) In China [4] Penyun Feng and Bing Wu: submitted to Civil Engineering and Architecture (2008) In China [5] Information on http://www.buildingstructure.com.cn
Online since: January 2014
Authors: Vladimir I. Andreev, Elena V. Barmenkova, Alena V. Matveeva
The Stress State in Inhomogeneous Elastic Beam at Combined Strength
ANDREEV Vladimir Igorevich1,a, BARMENKOVA Elena Vjacheslavovna2,b MATVEEVA AlenaVladimirovna3,c,
1-3Moscow State University of Civil Engineering, Russia, 129337 Moscow, Yaroslavl highway, 26
aasv@mgsu.ru,belena_yurs@mail.ru,cmalina89_89@mail.ru
Keywords:inverse problem, combined strength, optimization, inhomogeneity, elastic modulus, reduced characteristics
Abstract.In paper describes a method of optimization the stress state of an elastic beam, subjected to the simultaneous action of the central application of concentrated force and bending moment.
I.Optimization of thick-walled shells based on solutions of inverse problems of the elastic theory for inhomogeneous bodies // Computer Aided Optimum Design in Engineering. 2012. p. 189-202
I.Optimization of thick-walled shells based on solutions of inverse problems of the elastic theory for inhomogeneous bodies // Computer Aided Optimum Design in Engineering. 2012. p. 189-202
Online since: September 2013
Authors: Jiao Jiao Jia, Xiao Juan He, Song Fu Liu
Peter Zmthor ideas of Architectural Creation
Jia jiaojiao1,Liu songfu2, He xiaojuan3
1College of Civil and Architecture Engineering, Northeast Petroleum University ;
2Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering
3Harbin Institute of Technology, School of Architecture Eontime Real Estate Group (LianYunGang) CO.LTD
Key word: Peter Zumthor; Architectural works; Architectural ideology
Abstract: The paper studies the theories of Peter Zumthor, one of the most important architect in contemporary Swiss.
Online since: December 2013
Authors: Takashi Hara
Structural Behavior of FRP Tunnel Lining
Takashi Hara1, a
1Department of Civil Engineering and Architecture, Tokuyama College of Technology,
Sunan 745-8585, Japan
at-hara@tokuyama.ac.jp
Keywords: FRP, tunnel lining, corrugate plate, deformation, FEM
Abstract.
Hara, Analysis and design of FRP dome structure, International Conference on Computational Design in Engineering, (2009), pp641-644
Hara, Analysis and design of FRP dome structure, International Conference on Computational Design in Engineering, (2009), pp641-644