Dissertationen zum Thema „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.
Der volle Inhalt der QuelleMetin, Asli. „Inelastic Deformation Demands On Moment-resisting Frame Structures“. Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607423/index.pdf.
Der volle Inhalt der QuelleParsa, Amanullah. „EFFECT OF BUILDING ORIENTATION ON STRUCTURAL RESPONSE OF REINFORCED CONCRETE MOMENT RESISTING FRAME STRUCTURES“. OpenSIUC, 2020. https://opensiuc.lib.siu.edu/theses/2698.
Der volle Inhalt der Quelle梁少江 und 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.
Der volle Inhalt der QuelleLeung, 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.
Der volle Inhalt der QuelleEmidio, Fernando. „Analysis of multidimensional radiating structures by the spatial Fourier transform and computational electromagnetics“. Thesis, Saint-Etienne, 2013. http://www.theses.fr/2013STET4011.
Der volle Inhalt der QuelleThis 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.
Den vollen Inhalt der Quelle findenKruep, 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.
Der volle Inhalt der QuelleMaster 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.
Der volle Inhalt der QuelleGudu, 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.
Der volle Inhalt der Quelles 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/.
Der volle Inhalt der QuelleOlmez, 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.
Der volle Inhalt der QuelleHaselton, 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.
Der volle Inhalt der QuelleHotz, 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.
Der volle Inhalt der QuelleTuna, 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.
Der volle Inhalt der Quellehowever, 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.
Der volle Inhalt der QuelleMaurya, Abhilasha. „Experimental and Computational Investigation of a Self-Centering Beam Moment Frame (SCB-MF)“. Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/70866.
Der volle Inhalt der QuellePh. 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.
Der volle Inhalt der QuelleJacobucci, 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.
Der volle Inhalt der QuelleCataloged 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.
Der volle Inhalt der QuelleLau, 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.
Der volle Inhalt der QuelleKurniawan, 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.
Der volle Inhalt der QuelleKurniawan, Cyrilus Winatama. „Flexural behaviour and design of the new LiteSteel beams“. Queensland University of Technology, 2007. http://eprints.qut.edu.au/16674/.
Der volle Inhalt der QuelleJudd, 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.
Der volle Inhalt der QuellePh. 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/.
Der volle Inhalt der QuelleThe 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.
Der volle Inhalt der QuelleTournier-Lasserve, Catherine. „Modeles d'analyse et de synthese de textures homogenes et inhomogenes“. Paris 6, 1987. http://www.theses.fr/1987PA066649.
Der volle Inhalt der QuelleSiahaan, 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.
Der volle Inhalt der QuelleDysart, 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.
Der volle Inhalt der QuellePh. 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.
Der volle Inhalt der QuelleLOMBARDI, 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.
Der volle Inhalt der QuelleSlanina, Bohumil. „Rámová konstrukce atypického půdorysu“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240204.
Der volle Inhalt der QuelleYaqoob, 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.
Der volle Inhalt der QuelleAnapayan, 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.
Der volle Inhalt der QuelleMahdi, 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.
Der volle Inhalt der QuelleGarcia, 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/.
Der volle Inhalt der QuelleOne 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.
Der volle Inhalt der QuelleMatthews, 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.
Der volle Inhalt der QuelleKossack, 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.
Der volle Inhalt der QuelleCarriere, 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.
Der volle Inhalt der QuelleSankaranarayanan, 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.
Der volle Inhalt der QuelleThesis 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.
Der volle Inhalt der QuelleThesis 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.
Der volle Inhalt der Quelleth 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/.
Der volle Inhalt der QuelleBiddah, 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.
Der volle Inhalt der QuelleNg, Bernard. „Novel region based fMRI analysis using invariant moment descriptors“. Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/31787.
Der volle Inhalt der QuelleApplied 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.
Den vollen Inhalt der Quelle findenCox, Wilfred. „Nonlinear analysis of reinforced concrete portal frames“. Thesis, University of East London, 2001. http://roar.uel.ac.uk/1303/.
Der volle Inhalt der QuelleStloukal, 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.
Der volle Inhalt der QuelleDavis, 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.
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