Thèses sur le sujet « Analysis of moment structures »
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Liu, Jinbiao. « Earthquake analysis of steel moment resisting frame structures ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ27000.pdf.
Texte intégralMetin, Asli. « Inelastic Deformation Demands On Moment-resisting Frame Structures ». Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607423/index.pdf.
Texte intégralParsa, Amanullah. « EFFECT OF BUILDING ORIENTATION ON STRUCTURAL RESPONSE OF REINFORCED CONCRETE MOMENT RESISTING FRAME STRUCTURES ». OpenSIUC, 2020. https://opensiuc.lib.siu.edu/theses/2698.
Texte intégral梁少江 et Siu-kong Leung. « Analysis of shear/core wall structures using a linear moment beam-typeelement ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1996. http://hub.hku.hk/bib/B31213352.
Texte intégralLeung, Siu-kong. « Analysis of shear/core wall structures using a linear moment beam-type element / ». Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B18155376.
Texte intégralEmidio, Fernando. « Analysis of multidimensional radiating structures by the spatial Fourier transform and computational electromagnetics ». Thesis, Saint-Etienne, 2013. http://www.theses.fr/2013STET4011.
Texte intégralThis manuscript presents the research work in the analysis and synthesis of multidimensional radiating structures using an approach that combines Method of Moments and Spatial Fourier Transform. The source distribution (electric current) and radiation pattern are related by the spatial Fourier Transform - Fourier Relation theory (FR). Current distribution is determined using Computational Electromagnetics (CEM), namely Method of Moments (MoM). Previous work using FR theory was done by other authors on linear arrays – uniformly or nonuniformly spaced elemental radiators laid on a straight line. Present work expands FR theory to two and three dimensions on real-world structures. By using MoM we can take into account wire radius, excitation on any point (voltage generator or incident wave) and mutual coupling between elements, thus creating a realistic electromagnetic model for the antenna structure
Liu, Jinbiao Carleton University Dissertation Engineering Civil and Environmental. « Earthquake analysis of steel moment resisting frame structure ». Ottawa, 1997.
Trouver le texte intégralKruep, Stephanie Jean. « Using Incremental Dynamic Analysis to Visualize the Effects of Viscous Fluid Dampers on Steel Moment Frame Drift ». Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/34122.
Texte intégralMaster of Science
Lan, Shuang Wen. « Stochastic finite element analysis of structures with elementary stiffness matrix decomposition method and exponential polynomial moment method ». Thesis, University of Macau, 2010. http://umaclib3.umac.mo/record=b2148241.
Texte intégralGudu, Tamer. « Analysis And Design Of Microstrip Printed Structures On Electromagnetic Bandgap Substrates ». Phd thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/3/12609417/index.pdf.
Texte intégrals functions that approximate electric field of an infinitesimal dipole on the periodically implanted substrate. Using the calculated Green&rsquo
s functions and the spectral domain MoM procedure, dispersion characteristics of a microstrip line on the periodically implanted substrate are obtained.
Beck, Paul. « Quantitative damage assessment of concrete structures using Acoustic Emission ». Thesis, Cardiff University, 2004. http://orca.cf.ac.uk/54656/.
Texte intégralOlmez, Harun Deniz. « A Numerical Study On Special Truss Moment Frames ». Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12611322/index.pdf.
Texte intégralHaselton, Curt B. Deierlein Gregory G. « Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings ». Berkeley, Calif. : Pacific Earthquake Engineering Research Center, 2008. http://nisee.berkeley.edu/elibrary/Text/200803261.
Texte intégralHotz, Carl. « MOMENT REDUCTION ANALYSIS OF BUILT-UP I-SECTION EXPOSED TO UNIFORM CORROSION ». University of Akron / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=akron1525293365942438.
Texte intégralTuna, Mehmet. « Inelastic Panel Zone Deformation Demands In Steel Moment Resisting Frames ». Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614329/index.pdf.
Texte intégralhowever, panel zones designed according to FEMA 355D showed minimal yielding for both shallow and deep beam configurations. Based on the analysis results, local shear strain demands in panel zones were expressed as a function of interstory drifts and normalized panel zone thicknesses.
Williamson, Conner F. F. « SEISMIC PERFORMANCE OF SYMMETRIC STEEL MOMENT FRAMES WITH RANDOM REACTIVE WEIGHT DISTRIBUTIONS ». DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/890.
Texte intégralMaurya, Abhilasha. « Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF) ». Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/70866.
Texte intégralPh. D.
O'Connor, Mark Anthony. « The prediction of moment-rotation curves of extended endplate connections for use in semi-rigid analysis of steel frameworks ». Thesis, City University London, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.304590.
Texte intégralJacobucci, Cody. « Automating structural stress analysis : beam deflection, shear, and moment diagram generator for single and multi-span beams ». Thesis, Massachusetts Institute of Technology, 2017. http://hdl.handle.net/1721.1/112575.
Texte intégralCataloged from PDF version of thesis.
Includes bibliographical references (page 87).
A new tool has been developed with Aurora Flight Sciences to automate stress analysis of beams under loading. It is a Microsoft Excel based tool to be consistent with Aurora's other analysis tools and analyst preference, and is coded in Visual Basic. The tool can generate the shear, moment, and deflection diagram of a single span or multi-span beam in less than 10 seconds for any combination of edge constraints and applied loads, as well as output the reaction force at each support. The tool can also analyze beams that change material or shape after reaching a support to account for changes in longer beams across the airframe.
by Cody Jacobucci.
S.B.
Hu, Jong Wan. « Seismic performance evaluations and analyses for composite moment frames with smart SMA PR-CFT connections ». Diss., Georgia Institute of Technology, 2008. http://hdl.handle.net/1853/22655.
Texte intégralLau, S. M. « 3D hydrodynamic analysis of first and second order forces on free floating structures with forward speed ». Thesis, University of Newcastle Upon Tyne, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378314.
Texte intégralKurniawan, Cyrilus Winatama. « Flexural behaviour and design of the new LiteSteel beams ». Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16674/1/Cyrilus_Kurniawan_Thesis.pdf.
Texte intégralKurniawan, Cyrilus Winatama. « Flexural behaviour and design of the new LiteSteel beams ». Queensland University of Technology, 2007. http://eprints.qut.edu.au/16674/.
Texte intégralJudd, Johnn P. « Multi-hazard performance of steel moment frame buildings with collapse prevention systems in the central and eastern United States ». Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/73509.
Texte intégralPh. D.
Fontes, Fernando Fernandes. « Análise estrutural de elementos lineares segundo a NBR 6118:2003 ». Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-14072006-110932/.
Texte intégralThe structural analysis objective is to determine the actions effects in a structure, with the purpose of verifying the ultimate limit states and serviceability (brazilian code NBR 6118:2003 - Design of concrete structures). The structural analysis is one of the main parts of a building structural design, since it involves the choice of theoretical models that represent appropriately the real structure, and the type of analysis due to the materials behavior. This work intends to shorten the distance between design engineers and the academic world, providing a clearer vision of the NBR 6118:2003 structural analysis approach. This work considers the most common structural models used for buildings, and the theory concerning the different types of analysis permitted by the brazilian code. It presents simple examples of linear elements computed by different types of analysis, emphasizing the moment redistribution possibility, either with the linear analysis with redistribution or the plastic analysis. The importance of considering T-beam with moment redistribution is made clear, and lines of direction to consider alternate position of live loads are given. The last example presents an eight store building, and its differences relative to efforts and displacements, obtained by distinct structural models
Cakir, Emre. « The Use Of Wavelet Type Basis Functions In The Mom Analysis Of Microstrip Structures ». Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/2/12605639/index.pdf.
Texte intégralTournier-Lasserve, Catherine. « Modeles d'analyse et de synthese de textures homogenes et inhomogenes ». Paris 6, 1987. http://www.theses.fr/1987PA066649.
Texte intégralSiahaan, Ropalin. « Structural behaviour and design of rivet fastened rectangular hollow flange channel beams ». Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/106913/1/Ropalin_Siahaan_Thesis.pdf.
Texte intégralDysart, Paul S. « Moment-radius-stress drop relations and temporal changes in the regional stress from the analysis of small earthquakes in the Matsushiro region, southwest Honshu, Japan ». Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/53873.
Texte intégralPh. D.
Sivaprakasam, Thananjayan. « Structural behaviour and design of aluminium facade mullions under wind actions ». Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/135457/1/Thananjayan_Sivaprakasam_Thesis.pdf.
Texte intégralLOMBARDI, Guido. « Singular high-order complete vector functions for the analysis and design of electromagnetic structures with Finite Methods ». Doctoral thesis, Politecnico di Torino, 2004. http://hdl.handle.net/11583/2504599.
Texte intégralSlanina, Bohumil. « Rámová konstrukce atypického půdorysu ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240204.
Texte intégralYaqoob, Saima. « BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD ». Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806.
Texte intégralAnapayan, Tharmarajah. « Flexural behaviour and design of hollow flange steel beams ». Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/36210/1/Tharmarajah_Anapayan_Thesis.pdf.
Texte intégralMahdi, Ali Abdulkarim. « Moment-rotation behaviour of connections in precast concrete structures ». Thesis, University of Nottingham, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.387185.
Texte intégralGarcia, Edgard Enrique Mulford. « Procedimento para determinação experimental de carregamentos externos para o projeto estrutural de uma plataforma semi-submersível ». Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/3/3135/tde-28082015-103925/.
Texte intégralOne of the fundamental aspects in the structural design of floating platforms for oil production in the sea is the determination of the global structural loads induced by the wave-platform structure interaction. This master degree thesis proposes a procedure destined to the experimental determination, in a wave tank, of the global structural loads acting in an exploration and production semi-submersible oil platform. The proposed procedure involve the following stages: Specifying the kind of stress to be measured; definition of the test conditions; model scale definition; choosing the model building process; stress measurement process specification; definition of resources and instrumentation for experimental measurement; test matrix specification; results analysis procedure definition. As an application example, the proposed procedure was used in the bending moment stress evaluation on deck and split force on the pontoons of a standard semi-submersible oil platform, used for the results evaluation in wave tanks. The results obtained were compared with the literature, showing a good qualitative and quantitative adhesion.
Dolamune, Kankanamge Nirosha. « Structural behaviour and design of cold-formed steel beams at elevated temperatures ». Thesis, Queensland University of Technology, 2010. https://eprints.qut.edu.au/33221/1/Nirosha_Dolamune_Kankanamge_Thesis.pdf.
Texte intégralMatthews, James Christopher Gordon. « Patch moment method modelling of wire fed vehicular structures as adaptive antennas ». Thesis, University of Sheffield, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.412702.
Texte intégralKossack, Wilhelm. « Infrared Transition Moment Orientational Analysis on polymeric systems ». Doctoral thesis, Universitätsbibliothek Leipzig, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:15-qucosa-189315.
Texte intégralCarriere, Jean-Michel. « Seismic retrofit of existing reinforced concrete moment resisting frame structures using diagonal prestressing ». Thesis, University of Ottawa (Canada), 2007. http://hdl.handle.net/10393/27449.
Texte intégralSankaranarayanan, Ragunath. « Seismic response of acceleration-sensitive nonstructural components mounted on moment-resisting frame structures ». College Park, Md. : University of Maryland, 2007. http://hdl.handle.net/1903/6700.
Texte intégralThesis research directed by: Civil Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
Park, Kyungha. « Lateral load patterns for the conceptual seismic design of moment-resisting frame structures ». College Park, Md. : University of Maryland, 2007. http://hdl.handle.net/1903/7731.
Texte intégralThesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
Topkara, Mustafa. « Orthogonal Polynomials And Moment Problem ». Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/1109164/index.pdf.
Texte intégralth term of the sequence. The conditions of existence and uniqueness of the solution obtained by Hamburger are studied in this thesis by the use of orthogonal polynomials determined by a measure on real line. A chapter on the study of asymptotic behaviour of orthogonal functions on compact subsets of complex numbers is also included.
Theis, Charles W. « Moment variations : for orchestra and choir ». Thesis, University of North Texas, 1993. https://digital.library.unt.edu/ark:/67531/metadc332702/.
Texte intégralBiddah, Aiman Mahmoud Samy. « Evaluation of the seismic level of protection of steel moment resisting frame building structures ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0007/NQ42833.pdf.
Texte intégralNg, Bernard. « Novel region based fMRI analysis using invariant moment descriptors ». Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/31787.
Texte intégralApplied Science, Faculty of
Electrical and Computer Engineering, Department of
Graduate
Chiprout, Eli Carleton University Dissertation Engineering Electronics. « Moment-maching analysis of high-speed VLSI interconnect models ». Ottawa, 1994.
Trouver le texte intégralCox, Wilfred. « Nonlinear analysis of reinforced concrete portal frames ». Thesis, University of East London, 2001. http://roar.uel.ac.uk/1303/.
Texte intégralStloukal, Štěpán. « Zesílení ŽB sloupu pomocí ocelové bandáže ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265384.
Texte intégralDavis, Clayton Paul. « Understanding and Improving Moment Method Scattering Solutions ». Diss., CLICK HERE for online access, 2004. http://contentdm.lib.byu.edu/ETD/image/etd620.pdf.
Texte intégral