Thèses sur le sujet « Structural frames »
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Rudman, Chantal. « Investigation into the structural behaviour of portal frames ». Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1853.
Texte intégralMohamed, Salah-Eldin A. « Elastic-plastic instability of plane frames ». Diss., Georgia Institute of Technology, 1989. http://hdl.handle.net/1853/12092.
Texte intégralWhite, M. J. « Dynamic characteristics of infilled frames ». Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.355241.
Texte intégralYan, Zhihao, et 阎志浩. « Nonlinear dynamic analysis and strcutural identification of frames ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B43224076.
Texte intégralYan, Zhihao. « Nonlinear dynamic analysis and strcutural identification of frames ». Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B43224076.
Texte intégralDai, Li. « Design and structural analysis of sofa frames ». Diss., Mississippi State : Mississippi State University, 2007. http://library.msstate.edu/etd/show.asp?etd=etd-10262007-100150.
Texte intégral羅征桂 et Ching-quei Lo. « Study of multibay and multistorey infilled frames ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1988. http://hub.hku.hk/bib/B31231640.
Texte intégralLo, Ching-quei. « Study of multibay and multistorey infilled frames / ». [Hong Kong] : University of Hong Kong, 1988. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12428620.
Texte intégralSawan, Hassan Tayseer. « NONLINEAR STABILITY OF PORTAL FRAMES WITH ELASTIC END RESTRAINTS ». Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275410.
Texte intégralKaveh, Mohammad. « Topological optimization of rigidly jointed space frames ». Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238227.
Texte intégralZhou, Qing. « Combined linear/nonlinear stability analysis of plane and space frames ». Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07112009-040327/.
Texte intégralBourahla, Nouredine. « Knee bracing system for earthquake resisting steel frames ». Thesis, University of Bristol, 1990. http://hdl.handle.net/1983/d4ba97ab-0a65-4469-8a69-776a009514d9.
Texte intégralAtlayan, Ozgur. « Hybrid Steel Frames ». Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/50562.
Texte intégralThis research introduces two new structural steel systems: hybrid Buckling Restrained Braced Frames (BRBF) and hybrid steel Moment Frames (MF). The "hybrid" term for the BRBF system comes from the use of different steel material including carbon steel (A36), high-performance steel (HPS) and low yield point (LYP) steel. The hybridity of the moment frames is related to the sequence in the plastification of the system which is provided by using weaker and stronger girder sections. Alternative moment frame connections incorporating the use of LYP steel plates are also investigated.
The hybrid BRBF approach was evaluated on seventeen regular (standard) frames with different story heights, seismic design categories and building plans. By varying the steel areas and materials in the BRB cores, three hybrid BRBFs were developed for each regular (standard) frame and their behavior was compared against each other through pushover and incremental dynamic analyses. The benefits of the hybridity were presented using different damage measures such as story accelerations, interstory drifts, and residual displacements. Collapse performance evaluation was also provided.
The performance of hybrid moment frames was investigated on a design space including forty-two moment frame archetypes. Two different hybrid combinations were implemented in the designs with different column sections and different strong column-weak beam (SC/WB) ratios. The efficiency of the hybrid moment frame in which only the girder sizes were changed to control the plastification was compared with regular moment frame designs with higher SC/WB ratios. As side studies, the effect of shallow and deep column sections and SC/WB ratios on the moment frame behavior were also investigated.
In order to provide adequate ductility in the reduced capacity bays with special detailing, alternative hybrid moment frame connections adapting the use of low strength steel were also studied.
PhD
Wong, Koon-Wan. « Non-linear behaviour of reinforced concrete frames / ». Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.
Texte intégralWong, Shao Young. « The structural response of industrial portal frame structures in fire ». Thesis, University of Sheffield, 2001. http://etheses.whiterose.ac.uk/3005/.
Texte intégralFlint, Eric Michael. « Electro-dynamic analysis of stack actuators and active members integrated within truss structures ». Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-12042009-020329/.
Texte intégralGarcilazo, Juan Jose. « Nonlinear Analysis of Plane Frames Subjected to Temperature Changes ». OpenSIUC, 2015. https://opensiuc.lib.siu.edu/dissertations/1009.
Texte intégralYoo, Jung Han. « Analytical investigation on the seismic performance of special concentrically braced frames / ». Thesis, Connect to this title online ; UW restricted, 2006. http://hdl.handle.net/1773/10115.
Texte intégralKim, Yoon Duk. « Behavior and design of metal building frames using general prismatic and web-tapered steel I-section members ». Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/33965.
Texte intégralDavison, John Buick. « Strength of beam-columns in flexibly connected steel frames ». Thesis, University of Sheffield, 1987. http://etheses.whiterose.ac.uk/1866/.
Texte intégralCullen, Gavin William James. « Performance of stabilised top-hat sections in portal frames ». Thesis, Queen's University Belfast, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.359060.
Texte intégralKameshki, Esmat Saleh. « Stability of steel frames by the transfer matrix method ». Thesis, University of Southampton, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315349.
Texte intégralAhmed, Bashir. « Numerical modelling of connections in composite frames ». Thesis, University of Nottingham, 1996. http://eprints.nottingham.ac.uk/12689/.
Texte intégralMadutujuh, Nathan. « Geometrically nonlinear analysis of plane trusses and plane frames ». Master's thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-01262010-020134/.
Texte intégralSmith, Edward Jerome. « Preliminary design of a lateral load resisting system for a multi- use high-rise building ». Master's thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03302010-020200/.
Texte intégralFalzon, Christopher. « Pattern solver for the static and dynamic analysis of framework models / ». [Hong Kong : University of Hong Kong], 1985. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12315588.
Texte intégralHoang, Ha. « Structural Continuity Effects in Steel Frames under Fire Conditions ». Digital WPI, 2010. https://digitalcommons.wpi.edu/etd-theses/420.
Texte intégralPainter, Christopher D. (Christopher Donald) 1972. « System variation analysis of MIG welded aluminum structural frames ». Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/9596.
Texte intégralIncludes bibliographical references (leaves 73-75).
Variation reduction techniques are developed which explore an entire system for improved quality, rather than a single manufacturing operation. This system-level modeling approach is explored with an example of a complex assembly of aluminum extrusions and castings welded into a structural frame. By making use of modeling techniques such as Finite Element Analysis (FEA) and Design of Experiments (DOE), it can be shown how this method can also be applied to systems that include complex processes such as welding. Modeling the entire system of manufacturing operations allows key sources of variation and difficult output quality characteristics to be identified. In addition, intermediate tolerances can be determined in relation to the final required output tolerances. Determining intermediate tolerances is a two step process. First, a system of block diagrams are created to clearly outline ho-v1· variation propagates forward through the system. These block diagram representations are linearized models that map the transformations between the input variations and the output variations of a particular manufacturing operation. Secondly, using the combined transformation matrix of the system, intermediate tolerances, at a particular manufacturing operation can be determined by back-propagating final output tolerances. This provides a means by which design tolerances on the final product can be used in determining the allowable tolerances on Work-In-Progress (WIP) at intermediate manufacturing processes.
by Christopher D. Painter.
S.M.
Wang, Lyang Suan. « Automating Parametric Redesign of Structural Thin-Walled Frames Based On Topology Optimized Structure ». The Ohio State University, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu156618342438725.
Texte intégralKim, Do-Hwan. « Seismic performance of PR frames in areas of infrequent seismicity ». Diss., Georgia Institute of Technology, 2003. http://hdl.handle.net/1853/20738.
Texte intégralErkek, Mehmet Erkan. « Structural analysis of plane frames in an interactive XWindow environment ». Thesis, This resource online, 1992. http://scholar.lib.vt.edu/theses/available/etd-10102009-020302/.
Texte intégralNajjar, Samer Rida. « Three-dimensional analysis of steel frames and subframes in fire ». Thesis, University of Sheffield, 1994. http://etheses.whiterose.ac.uk/1861/.
Texte intégralLi, Tieqiang. « The analysis and ductility requirements of semi-rigid composite frames ». Thesis, University of Nottingham, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.239925.
Texte intégralLi, Guzhao. « Bracing design requirements for inelastic members ». Access restricted to users with UT Austin EID, 2002. http://www.lib.utexas.edu/etd/r/d/2002/guzhaol022/guzhaol022.pdf#page=4.
Texte intégralAlsaket, Yahya. « Benchmark solutions for advanced analysis of steel frames ». Thesis, Queensland University of Technology, 1999. https://eprints.qut.edu.au/36105/1/36105_Alsaket_1999.pdf.
Texte intégralUrs, Amit. « Stability analysis of frame tube building ». Link to electronic thesis, 2003. http://www.wpi.edu/Pubs/ETD/Available/etd-0122103-133944.
Texte intégralKim, Jubum. « Behavior of hybrid frames under seismic loading / ». Thesis, Connect to this title online ; UW restricted, 2002. http://hdl.handle.net/1773/10121.
Texte intégralOzcelik, Ramazan. « Seismic Upgrading Of Reinforced Concrete Frames With Structural Steel Elements ». Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613450/index.pdf.
Texte intégralscaled three bay-two story frame specimens strengthened with chevron brace and ISF were tested by employing continuous pseudo dynamic testing methods. The test results indicated that the cyclic performance of the Xbrace and column with shear plate assemblage technique were unsatisfactory. On the other hand, both chevron brace and ISF had acceptable cyclic performance and these two techniques were found to be candidate solutions for seismic retrofitting of deficient RC structures. The numerical simulations by conducting nonlinear static and dynamic analysis were used to estimate performance limits of the RC frame and steel members. Suggested strengthening approaches, chevron brace and ISF, were also employed to an existing five story case study RC building to demonstrate the performance efficiency. Finally, design approaches by using existing strengthening guidelines in Turkish Earthquake Code and ASCE/SEI 41 (2007) documents were suggested.
Shakya, Anuj Man. « P-DELTA EFFECTS ON STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTION ». OpenSIUC, 2011. https://opensiuc.lib.siu.edu/theses/702.
Texte intégralJau, Jih Jih. « Geometrically nonlinear finite element analysis of space frames ». Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/54302.
Texte intégralPh. D.
Saab, Hassan A. « Non-linear finite element analysis of steel frames in fire conditions ». Thesis, University of Sheffield, 1990. http://etheses.whiterose.ac.uk/1868/.
Texte intégralFisher, Christopher. « Analysis and design of semi-continuous sway and non-sway frames ». Thesis, University of Southampton, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.390599.
Texte intégralAkpinar, Ugur. « Nonlinear Analysis Of Rc Frames Retrofitted With Structural Steel Elements ». Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612380/index.pdf.
Texte intégraland evaluate their seismic performances. First, analytical models of the frames with braces and internal steel frames were prepared and then their responses were compared with cyclic responses of experimental studies. Results of these models were used to determine performance limits by the methods proposed by TEC2007 and ASCE/SEI-41. Then, calibrated models were employed for time history analyses with various scales of Duzce ground motion and analytical results were compared with experimental findings. Seismic performance of these systems was also evaluated by using aforementioned codes. Finally, evaluated retrofitting schemes were applied to a 4-story 3-bay reinforced concrete frame that was obtained from an existing deficient structure and effectiveness of applied retrofitting schemes was investigated in detail.
van, Beerschoten Wouter Adrian. « Structural Performance of Post-tensioned Timber Frames under Gravity Loading ». Thesis, University of Canterbury. Department of Civil and Natural Resources engineering, 2013. http://hdl.handle.net/10092/8735.
Texte intégralMa, Jiachen. « Comparative Study of Structural Optimization Methods for Automotive Hood Frames ». The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu159353142765874.
Texte intégralLam, Yuet-kee Jeffery. « Full-range analysis of reinforced concrete members and frames ». Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B42182268.
Texte intégralJackson, Karen E. « Scaling effects in the static and dynamic response of graphite- epoxy beam-columns ». Diss., This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-08222008-063229/.
Texte intégralSanchez, Escalera Victor M. « ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS ». DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/499.
Texte intégralOz̈bek, M. Akif. « Short- and long-term dynamical behavior of beam type structures with computer graphics ». Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/19017.
Texte intégralFiliatrault, André. « Performance evaluation of friction damped braced steel frames under simulated earthquake loads ». Thesis, University of British Columbia, 1985. http://hdl.handle.net/2429/25091.
Texte intégralApplied Science, Faculty of
Civil Engineering, Department of
Graduate