Se connecter

Bibliographies thématiques / Structural frames / Thèses

Pour voir les autres types de publications sur ce sujet consultez le lien suivant : Structural frames.

Thèses sur le sujet « Structural frames »

Auteur : Grafiati

Publié le 4 juin 2021

Mis à jour le 1 août 2024

Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres

Choisissez une source :

Consultez les 50 meilleures thèses pour votre recherche sur le sujet « Structural frames ».

À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.

Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.

Parcourez les thèses sur diverses disciplines et organisez correctement votre bibliographie.

1

Rudman, Chantal. "Investigation into the structural behaviour of portal frames." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/1853.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

2

Mohamed, Salah-Eldin A. "Elastic-plastic instability of plane frames." Diss., Georgia Institute of Technology, 1989. http://hdl.handle.net/1853/12092.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

3

White, M. J. "Dynamic characteristics of infilled frames." Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.355241.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

4

Yan, Zhihao, and 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

5

Yan, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

6

Dai, 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

Styles APA, Harvard, Vancouver, ISO, etc.

7

羅征桂 and 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

8

Lo, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

9

Sawan, Hassan Tayseer. "NONLINEAR STABILITY OF PORTAL FRAMES WITH ELASTIC END RESTRAINTS." Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275410.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

10

Kaveh, Mohammad. "Topological optimization of rigidly jointed space frames." Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238227.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

11

Zhou, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

12

Bourahla, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

13

Atlayan, Ozgur. "Hybrid Steel Frames." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/50562.

Texte intégral

Résumé :

The buildings that are designed according to the building codes generally perform well at severe performance objectives (like life safety) under high earthquake hazard levels. However, the building performance at low performance objectives (like immediate occupancy) under low earthquake hazards is uncertain. The motivation of this research is to modify the design and detailing rules to make the traditional systems perform better at multi-level hazards.<br /><br />This research introduces two new structural steel systems: hybrid Buckling Restrained Braced Frames (BRBF) and hybrid steel Moment F

Styles APA, Harvard, Vancouver, ISO, etc.

14

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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

15

Wong, Shao Young. "The structural response of industrial portal frame structures in fire." Thesis, University of Sheffield, 2001. http://etheses.whiterose.ac.uk/3005/.

Texte intégral

Résumé :

A number of recent fires in single-storey warehouses have drawn attention to a current lack of understanding about the structural response of industrial portal frame structures to elevated temperatures. This research project has investigated the subject by conducting fire tests on a scaled model and by computer modelling using the non-linear finite element program VULCAN. This program has been developed in-house by the University of Sheffield and is capable of modelling the behaviour of three-dimensional steel and composite frames at elevated temperatures. It has been validated throughout its

Styles APA, Harvard, Vancouver, ISO, etc.

16

Flint, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

17

Garcilazo, Juan Jose. "Nonlinear Analysis of Plane Frames Subjected to Temperature Changes." OpenSIUC, 2015. https://opensiuc.lib.siu.edu/dissertations/1009.

Texte intégral

Résumé :

In this study, methods for the geometric nonlinear analysis and the material nonlinear analysis of plane frames subjected to elevated temperatures are presented. The method of analysis is based on a Eulerian (co-rotational) formulation, which was developed initially for static loads, and is extended herein to include geometric and material nonlinearities. Local element force-deformation relationships are derived using the beam-column theory, taking into consideration the effect of curvature due to temperature gradient across the element cross-section. The changes in element chord lengths due t

Styles APA, Harvard, Vancouver, ISO, etc.

18

Kim, 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 intégral

Résumé :

Metal building frames are typically designed using welded prismatic and web-tapered members with doubly-symmetric and/or singly-symmetric cross sections. Until recently, the base U.S. provisions for design of frames with web-tapered members were provided in the AISC ASD (1989) and LRFD (1999) Specifications. Unfortunately, these previous AISC provisions address only a small range of practical designs. As a result, metal building manufacturers have tended to develop their own methods for design of the wide range of nonprismatic member geometries and configurations encountered in practice.

Styles APA, Harvard, Vancouver, ISO, etc.

19

Yoo, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

20

Davison, John Buick. "Strength of beam-columns in flexibly connected steel frames." Thesis, University of Sheffield, 1987. http://etheses.whiterose.ac.uk/1866/.

Texte intégral

Résumé :

This thesis describes an experimental study undertaken to examine the influence of joint resistance to in-plane moments on the performance of steel columns and complete frames. The principal objective of the tests was to provide experimental data against Which sophisticated computer analysis programs may be verified. Details of the experimental study of 22 joint tests, eight column subassemblages, and two three storey, two bay steel frames are reported. It is demonstrated that all beam to column connections have an inherent degree of stiffness and that their moment-rotation characteristics are

Styles APA, Harvard, Vancouver, ISO, etc.

21

Cullen, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

22

Kameshki, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

23

Ahmed, Bashir. "Numerical modelling of connections in composite frames." Thesis, University of Nottingham, 1996. http://eprints.nottingham.ac.uk/12689/.

Texte intégral

Résumé :

The main objective of this thesis was to develop numerical modelling procedures for composite connections and to use results generated in conjunction with data from other sources as the basis for the preparation of design procedures. The finite element method has been used for the numerical simulation of composite endplate connections. The developed model was verified by comparing both local measures of response and overall behaviour with test results. The validated model was then used in conjunction with theoretical analysis to study the behaviour of composite endplate connections for variabl

Styles APA, Harvard, Vancouver, ISO, etc.

24

Smith, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

25

Falzon, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

26

Madutujuh, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

27

Hoang, Ha. "Structural Continuity Effects in Steel Frames under Fire Conditions." Digital WPI, 2010. https://digitalcommons.wpi.edu/etd-theses/420.

Texte intégral

Résumé :

Fire has always been one of the most serious threats of collapse to structural building frames. The September 11 incident has stimulated significant interests in analyzing and understanding the behavior of the structures under fire events. The strength of the material decreases due to the elevated temperature caused by fire, and this reduction in strength leads to the failure of the member. Frames that do not have sufficient ductility can suffer progressive collapse of the entire structure if one member fails during a fire event. Such collapse could result in loss of human life and serious eco

Styles APA, Harvard, Vancouver, ISO, etc.

28

Painter, 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 intégral

Résumé :

Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1998.<br>Includes bibliographical references (leaves 73-75).<br>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

Styles APA, Harvard, Vancouver, ISO, etc.

29

Kim, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

30

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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

31

Erkek, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

32

Li, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

33

Najjar, Samer Rida. "Three-dimensional analysis of steel frames and subframes in fire." Thesis, University of Sheffield, 1994. http://etheses.whiterose.ac.uk/1861/.

Texte intégral

Résumé :

The aim of the present work is to develop a sophisticated analytical model for columns within three-dimensional assemblies in fire conditions. A preliminary investigation into this problem resulted in the development of a simplified approach for the analysis of isolated columns in fire. This model is based on the Perry-Robertson approach to defining critical loads of imperfect columns at ambient temperature. It takes into account uniform and gradient temperature distributions across the section of an isolated pin-ended column. It also accounts for initial out-of-straightness, load eccentricity

Styles APA, Harvard, Vancouver, ISO, etc.

34

Li, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

35

Urs, Amit. "Stability analysis of frame tube building." Link to electronic thesis, 2003. http://www.wpi.edu/Pubs/ETD/Available/etd-0122103-133944.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

36

Alsaket, 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 intégral

Résumé :

During the past ten years, considerable research has been conducted with the aim of developing, implementing and verifying "advanced analysis" techniques suitable for the non-linear analysis and design of steel framed structures. With the use of one of these methods, the simplified concentrated methods, comprehensive assessment of the actual failure modes and ultimate strengths of framing systems is now possible in practical design situations, without resort to conventional elastic methods of analysis and semiempirical specification equations. This research has the potential to extend th

Styles APA, Harvard, Vancouver, ISO, etc.

37

Kim, Jubum. "Behavior of hybrid frames under seismic loading /." Thesis, Connect to this title online; UW restricted, 2002. http://hdl.handle.net/1773/10121.

Texte intégral

Styles APA, Harvard, Vancouver, ISO, etc.

38

Ozcelik, 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 intégral

Résumé :

This thesis examines the seismic internal retrofitting of existing deficient reinforced concrete (RC) structures by using structural steel members. Both experimental and numerical studies were performed. The strengthening methods utilized with the scope of this work are chevron braces, internal steel frames (ISFs), X-braces and column with shear plate. For this purpose, thirteen strengthened and two as built reference one bay one story portal frame specimens having 1/3 scales were tested under constant gravity load and increasing cyclic lateral displacement excursions. In addition, two &frac12

Styles APA, Harvard, Vancouver, ISO, etc.

39

Jau, 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 intégral

Résumé :

The displacement method of the finite element is adopted. Both the updated Lagrangian formulation and total Lagrangian formulation of a three-dimensional beam element is employed for large displacement and large rotation, but small strain analysis. A beam-column element or finite element can be used to model geometrically nonlinear behavior of space frames. The two element models are compared on the basis of their efficiency, accuracy, economy and limitations. An iterative approach, either Newton-Raphson iteration or modified Riks/Wempner iteration, is employed to trace the nonlinear equilib

Styles APA, Harvard, Vancouver, ISO, etc.

40

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 intégral

Résumé :

The P-delta effect is a second order effect experienced by any structure when subjected to lateral loads like earthquake or wind loads, and is originated by an additional destabilizing moment generated due to the gravity acting on the laterally deflected member further displacing it. For the purpose of this research, displacement is considered as the study parameter to analyze the second order P-Delta effects. The main objective of this study is to investigate effects of forces causing P-Delta effects on Single Story Single Bay Steel Moment Frames with Reduced Beam Section Connection (RBS). FE

Styles APA, Harvard, Vancouver, ISO, etc.

41

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 intégral

Résumé :

The present work is concerned with the development of a finite element approach and its subsequent use for behavioural studies on steel frames in fire conditions. The nonlinear structural analysis is based on a tangent stiffness formulation using large deformation theory. Deterioration in material strength and stiffness at increasing temperature is represented by a set of nonlinear stress-straintemperature relationships using a Ramberg-Osgood equation in which creep effects are implicitly included. The clearly nonlinear form of steel material properties at elevated temperatures is better repre

Styles APA, Harvard, Vancouver, ISO, etc.

42

Fisher, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

43

Akpinar, 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 intégral

Résumé :

Deficient concrete structures are serious danger in seismic zones. In order to minimize economical and human loss, these structures should be retrofitted. Selecting suitable retrofitting schemes requires detailed investigation of these systems. Considering these facts, this study aims to calibrate analytical models of systems with chevron braces and internal steel frames<br>and 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. Resul

Styles APA, Harvard, Vancouver, ISO, etc.

44

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 intégral

Résumé :

A new structural system for multi-storey timber buildings has been developed over the last seven years at the University of Canterbury. The system incorporates large timber structural frames, whereby semi-rigid beam-column connections are created using post-tensioning steel tendons. This system can create large open floor plans required for office and commercial buildings. Several material properties of the engineered timber used were determined based on small-scale experimental testing. Full-scale testing of beams, connections and frames resulted in a more comprehensive understanding of the

Styles APA, Harvard, Vancouver, ISO, etc.

45

Ma, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

46

Lam, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

47

Jackson, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

48

Oz̈bek, 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 intégral

Styles APA, Harvard, Vancouver, ISO, etc.

49

Sanchez, 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 intégral

Résumé :

Progressive collapse occurs when damage from a localized first failure spreads in a domino effect manner resulting in a total damage disproportionate to the initial failure. Recent building failures (e.g., World Trade Center twin towers) highlight the catastrophic outcome of progressive collapse. This research proposes a reliable and realistic retrofit technology which installs thin steel panels into steel building structural frames to enhance the system progressive collapse resistance. The steel frames with simple beam-to-column connections, under different boundary conditions (i.e., sides

Styles APA, Harvard, Vancouver, ISO, etc.

50

Filiatrault, 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 intégral

Résumé :

This thesis presents the results obtained from qualification tests of a new friction damping system, which has been proposed in order to improve the response of Moment Resisting Frames and Braced Moment Resisting Frames during severe earthquakes. The system basically consists of a special inexpensive mechanism containing friction brake lining pads introduced at the intersection of frame cross-braces. The main objective is to study the performance of a 3 storey Friction Damped Braced Frame model under simulated earthquake loads. The main members of the test frame were chosen from available ho

Styles APA, Harvard, Vancouver, ISO, etc.

Nous offrons des réductions sur tous les plans premium pour les auteurs dont les œuvres sont incluses dans des sélections littéraires thématiques. Contactez-nous pour obtenir un code promo unique!