Rozprawy doktorskie na temat „Behavior of connectors”
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Rambo-Roddenberry, Michelle. "Behavior and Strength of Welded Stud Shear Connectors". Diss., Virginia Tech, 2002. http://hdl.handle.net/10919/26989.
Pełny tekst źródłaPh. D.
Sullivan, Sean Robert. "Construction and Behavior of Precast Bridge Deck Panel Systems". Diss., Virginia Tech, 2007. http://hdl.handle.net/10919/27479.
Pełny tekst źródłaPh. D.
Kloak, David G. "Strong Emotive Connectors| A Study of a Social Skill and Effective Team Performance". Thesis, Alliant International University, 2017. http://pqdtopen.proquest.com/#viewpdf?dispub=10267146.
Pełny tekst źródłaOrganizational success and outcomes rely on good teamwork. The study question asked if teams can be more successful with a greater number of socially skilled team members? Evolving research indicates composing teams based on intrinsic social skills, such as personality, values, and psychological roles may generate greater team outcomes than teams based solely on vocational roles, competencies, and cognitive ability. When teams are first formed, people connect instinctively and warm to other team members using their social skills. Only later do people appraise others for competencies and skills. This study examined whether the number of strong emotive connectors (SEC) can increase team outcomes. The study hypothesis tested whether teams with a greater number of high SECs, a socioemotional role construct, would increase their team task-completion rates (TTCR). Regression analysis showed the low and high SEC with an adjusted R2 = .52 correlation were both predictive of the TTCR. Additional analysis using 2 one-way ANOVAs for high and low SECs showed between-team (groups) and within teams (groups) results were statistically significant at the p = .00 level. The study found teams having 2 of 5 high SECs made a difference in team performance. Additional high SECs had no impact on team performance. An interesting study result found 2 of 5 low SECs had an adverse impact on team performance. Additional low SECs did not harm team performance. Ensuring at least 2 of 5 high SECs on teams can lessen gaps, diminish conflicts, and elevate team outcomes.
Rao, Yang. "Mechanical behavior characterization of some new materials for high density interconnect substrates". Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19286.
Pełny tekst źródłaMujagic, Ubejd. "Design and Behavior of Composite Steel-Concrete Flexural Members with a Focus on Shear Connectors". Diss., Virginia Tech, 2004. http://hdl.handle.net/10919/26745.
Pełny tekst źródłaPh. D.
Tabet-Derraz, Moulay Idriss. "Comportement et modélisation des connecteurs dans une structure mixte (acier-béton)". Electronic Thesis or Diss., Université de Lorraine, 2022. http://www.theses.fr/2022LORR0092.
Pełny tekst źródłaThe principle of steel-concrete composite beams is to combine a concrete slab and a steel beam for joint work. Shear connectors are mechanical tools that have the role of ensuring the connection between the two materials at the interface of the composite beams. A variety of shear connectors have been proposed in the literature to provide suitable behavior at the steel-concrete interface. Headed stud connectors are most widely used in composite construction due to building code recommendations. However, the latter have significant drawbacks in terms of structural performance and practicability on construction sites. In this present thesis, an innovative new type of OMEGA-shaped connector has been proposed in two geometric designs (primary shape and improved shape) to be an alternative to conventional connectors. In addition to having a simple fabrication process and convenient installation at the composite beam interface, the shape of this connector allows for a large confined concrete zone, making it more resistant to shear and slab uplift. In this research, experimental push-out tests were performed on OMEGA connector with different configurations to study their strength, ductility and failure mode in the steel-concrete connection. Additional push-out specimens with conventional headed stud type connectors were also tested in order to compare the performance of OMEGA connectors with that of standard headed studs. The results demonstrated that the proposed OMEGA-shaped connector exhibited interesting behavior in steel-concrete connection and which can be used as an alternative shear connector for composite beams. In addition, an FE numerical model of the push-out test on OMEGA connectors was developed in this thesis using Abaqus software. The goal is to deepen the investigations on this proposed connector, by conducting a parametric study that aims to evaluate the influences of connector dimensions and concrete slab strength on the internal behavior of the steel-concrete connection. Moreover, by exploiting the parametric study results, an equation for predicting the OMEGA connectors shear strength was also developed. Furthermore, composite beam tests with OMEGA connectors arranged at the interface were also carried out as part of this thesis, by producing a composite beam specimen with a complete connection and another with a partial connection. The objective of this study is to analyze the influence of OMEGA connectors mechanism in the connection on the overall behavior of the composite beam. The results affirmed that the use of OMEGA connectors ensure adequate behavior to composite beams, even with a reduced degree of connection
Harman, Kelly. "Structural integrity of lightweight wood truss assemblies exposed to fire : an insight to the behavior of metal truss plate connectors /". Available to subscribers only, 2006. http://proquest.umi.com/pqdweb?did=1136091331&sid=23&Fmt=2&clientId=1509&RQT=309&VName=PQD.
Pełny tekst źródłaPerrinet, Olivier. "Analyse de l'endurance de contacts électriques Sn, Au et Ag soumis à des sollicitations complexes de fretting usure". Thesis, Ecully, Ecole centrale de Lyon, 2014. http://www.theses.fr/2014ECDL0009.
Pełny tekst źródłaIn automotive applications and in other areas (energy, aviation, etc.), the number of electronic devices has increased significantly in recent last decades. Systems and people securities are based on the quality of electrical connectors. However, submitted to vibrations (car engine, environment) micro-displacements are induced at the interface. The problem of electrical contact is mainly due to the impairment of low current conduction (5mA) in interfaces subjected to repetitive sliding displacement generating a well-known fretting wear phenomenon. Fretting wear solicitation appears as a process of very detrimental degradation. Besides surface deterioration, this process leads an increase of the electrical contact resistance and a possible loss of the electrical signal. This is particularly the case of the low level connectors which are very sensitive to electrical contact fluctuations. To remedy, connections actors develop new deposits to limit the use of noble ones such as gold. The objectives of this thesis are to establish a "table of use" coatings based on specific solicitations and define a methodology for the selection of deposits to optimize the lifetime connectors. The study covers different aspects such as the mechanical loading conditions influence, the thickness deposits influence, the type of deposit (noble, non-noble, doped), the displacement amplitude (microdisplacement and large displacement) and the electrical endurance formalization (energetic approach and power law)
Rehman, Naveed Ur. "Behaviour of demountable shear connectors in composite structures". Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/14790.
Pełny tekst źródłaRehman, Naveed. "Behaviour of demountable shear connectors in composite structures". Thesis, University of Bradford, 2017. http://hdl.handle.net/10454/14790.
Pełny tekst źródłaEPSRC and the University of Bradford
Lloyd, Robert Mitchell. "The behaviour of through deck welded stud shear connectors". Thesis, Cardiff University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.402848.
Pełny tekst źródłaChikho, Abdul Hakim. "Frame behaviour with semi-rigid connections". Thesis, University of Sheffield, 1989. http://etheses.whiterose.ac.uk/3067/.
Pełny tekst źródłaItaliano, Vincenza M. "Behavior of Diagonal Knee Moment End-Plate Connections". Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/32478.
Pełny tekst źródłaMaster of Science
VIANNA, JULIANA DA CRUZ. "ASSESSMENT OF PERFOBOND CONNECTOR BEHAVIOUR FOR COMPOSITE BEAMS". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2009. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=14993@1.
Pełny tekst źródłaCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
As vigas mistas são um exemplo das cada vez mais difundidas estruturas mistas, e resultam da associação de uma viga de aço com uma laje de concreto ou mista, ligadas por meio dos conectores de cisalhamento. Dentre os diversos tipos existentes pode-se citar os pernos com cabeça (stud bolts), perfis C e o Perfobond. Um conector alternativo foi proposto para estruturas mistas, o TPerfobond, que deriva do conector Perfobond acrescentando a componente da mesa, que trabalha como um bloco. Combina portanto a alta resistência do conector tipo bloco com a ductilidade e resistência ao levantamento dos furos do Perfobond. Para determinação da sua capacidade resistente foi realizado um programa experimental envolvendo cinquenta e dois ensaios do tipo push-out com conectores Perfobond, T-Perfobond e T, um ensaio em escala real e uma modelagem numérica. Os ensaios push-out estabeleceram a carga máxima e a capacidade de deformação dos conectores. Procurou-se com o ensaio em escala real determinar a resistência última da estrutura, o modo de ruína, as deflexões e as deformações, e validar o comportamento do conector TPerfobond em uma estrutura real. Os resultados indicaram que o modelo de plastificação total pode ser adotado para a determinação do momento fletor resistente em vigas mistas bi-apoiadas com conectores T-Perfobond. Os modelos numéricos auxiliaram no estudo da capacidade de deformação da mesa do conector T-Perfobond, e na investigação das vigas com interação total ou parcial ao cisalhamento. Sob o ponto de vista econômico, um estudo comparativo dos custos dos conectores Perfobond, T-Perfobond e Studs foi conduzido e concluiu-se que os conectores Perfobond e T-Perfobond são mais econômicos em até 33% que os conectores Studs. Dentre as vantagens estruturais e construtivas de utilizar os tipos de conectores alternativos destacam-se: a alta resistência, a fácil produção e instalação no perfil de aço através de solda corrente, e bom comportamento à fadiga.
Steel and composite beams have been extensively used in buildings and bridges. The component that assures the shear transfer between the steel profile and the concrete deck, enabling the composite action to develop, is the shear connector. Among the different types of connectors the headed studs, C sections and the Perfobond may be referred. An alternative connector has been proposed for composite structures, the T-Perfobond. The main difference between the studied Perfobond and T-Perfobond connectors is the presence of a flange, providing a further anchorage to the system. This connector combines the high strength of the block connector with ductility and resistance to uplift of the Perfobond holes. To evaluate their shear capacity an experimental programme that consisted of fifty-two push-out test and one full-size test, and some numerical analysis were performed. The push-out tests have established the maximum load capacity and deformation of the connectors. The full-size test has determined the composite beam load carrying capacity, typical failure modes, associated stresses and displacements, and has validated the behaviour of the T- Perfobond connector in an actual structure. The results indicated that the plastic distribution can be adopted for T- Perfobond connectors. The numerical analysis helped in the assessment of the deformation capacity of the T-Perfobond flange connector, and the investigation of the composite beam with total or partial connection. From the economic point of view, a comparative study of the cost of Perfobond, TPerfobond and Studs connectors was conducted and it was concluded that the Perfobond and T-Perfobond connectors lead to an economy of up to 33% when comparing to the Studs connectors. Among the structural and constructive advantages of the use of alternative types of connectors, an high resistance, easy manufacturing and installation of steel beam by current welding and good performance to fatigue may be referred.
Kharouf, Nourhene. "Post-elastic behavior of bolted connections in wood". Thesis, McGill University, 2001. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=36970.
Pełny tekst źródłaThe ADINA software package is used to generate the model. The problem presents two types of non-linearity. The first is due to geometric effects caused by increased sliding contact between the bolts and the oversized holes in the wood member. Contact is simulated using the Lagrange Multiplier algorithm available in ADINA. This algorithm enforces the compatibility of surface displacements at the wood member which is the contactor surface, and Coulomb frictional conditions over the contact segments, with a coefficient of friction of 0.7. The second non-linearity results from the material post-elastic behavior adjacent to the contact points. A plasticity-based compressive constitutive material model is developed to represent wood as elasto-plastic orthotropic according to the Hill yield criterion in regions of bi-axial compression. Linear elastic orthotropic response is applied otherwise. The model is incorporated as a user-supplied material model of ADINA to carry out the analysis.
The performance of the program and the effectiveness of the elasto-plastic material model are first verified with examples from the literature. Thereafter, numerical simulations of the post-elastic deformations of one- and two-bolt connections are compared to experimental results from tensile tests undertaken on glued-laminated timber connections with stocky bolts and subject to monotonic loading. Characterization tests are undertaken to obtain stiffness and strength for compression and tension parallel and perpendicular to grain, and shear, required as input in the new material model. Five configurations of single-bolt connections and four configurations of double-bolt connections have been tested with different combinations of end distance, edge distance, and spacing between bolts. Reasonable agreement is found between numerical and experimental load vs. strains obtained using single axis strain gages and strain rosettes mounted in regions of stress concentrations. The model is capable of tracing the post-elastic global deformation as obtained from experimental load vs. displacements of LVDT's mounted on specimens. The non-linearity of these load-slip curves is primarily caused by the inelastic wood deformation beneath the bolts at low load levels. This behavior explains the redistribution of load proportions among the bolts in a double-bolt connection. Under test configurations forces are unequally shared between the bolts even at the ultimate load. As a consequence, joint capacity as estimated with the proposed elasto-plastic material model is bounded by the so-called European Yield Model, which assumes equal load distribution among the bolts at ultimate, and the linear elastic model. Observed shear-out brittle failures of wood bolted connections are believed to be caused by excessive combined shear and tension perpendicular to grain along the sides of the contact zone.
Sadasivan, Sridhar. "Mathematical Modeling of Behavior of T-Stub Connections". University of Cincinnati / OhioLINK, 2004. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1092837126.
Pełny tekst źródłaBurguete, R. L. "Aspects of the behaviour of threaded connections". Thesis, University of Sheffield, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.429869.
Pełny tekst źródłaRamli, Sulong Nor Hafizah. "Behaviour of steel connections under fire conditions". Thesis, Imperial College London, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.424307.
Pełny tekst źródłaRamli, Sulong Nor Hafizah. "Behaviour of steel connections under fire conditions". Thesis, Imperial College London, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.424307.
Pełny tekst źródłaRex, Clinton O. "Behavior of composite semi-rigid beam-to-girder connections". Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-07102009-040338/.
Pełny tekst źródłaRex, Clinton O. "Behavior and modeling of partially restrained beam-girder connections". Diss., This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-06062008-151614/.
Pełny tekst źródłaDale, Kenneth William 1971. "Behaviour of tubular connections under variable repeated loads". Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8848.
Pełny tekst źródłaLo, Clifford Fook Leong. "Behaviour and design of eccentrically loaded bolted connections". Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63986.
Pełny tekst źródłaHasan, Sarakot. "Behaviour of discontinuous precast concrete beam-column connections". Thesis, University of Nottingham, 2011. http://eprints.nottingham.ac.uk/12269/.
Pełny tekst źródłaAnderson, Kate Rachel. "Effects of connections on structural behaviour in fire". Thesis, University of Edinburgh, 2012. http://hdl.handle.net/1842/6233.
Pełny tekst źródłaRestrepo-Posada, José I. "Seismic behaviour of connections between precast concrete elements". Thesis, University of Canterbury. Civil Engineering, 1992. http://hdl.handle.net/10092/7666.
Pełny tekst źródłaXiao, Yong. "Behaviour of composite connections in steel and concrete". Thesis, University of Nottingham, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.239931.
Pełny tekst źródłaAritenang, Wendy. "Behaviour of composite tubular connections in offshore structures". Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/47336.
Pełny tekst źródłaHuynh, Minh Toan. "Structural Behaviour of Cold-Formed Steel Screwed Connections". Thesis, The University of Sydney, 2020. https://hdl.handle.net/2123/22098.
Pełny tekst źródłaMahmood, Salih Qasim. "Behavior of Lap Shear Connections with Thermally Insulating Filler Plates". PDXScholar, 2017. https://pdxscholar.library.pdx.edu/open_access_etds/4159.
Pełny tekst źródłaAlbarram, Ahmed. "Behaviour of headed stud connectors in composite beams with very deep profiled sheeting". Thesis, University of East London, 2018. http://roar.uel.ac.uk/8079/.
Pełny tekst źródłaAhmadi, Danesh Ashtiani Fakhreddin. "Seismic behaviour of steel frames with semi-rigid connections". Thesis, Imperial College London, 1996. http://hdl.handle.net/10044/1/8455.
Pełny tekst źródłaZhang, Jinwu 1970. "Structural behaviour of washerless bolted connections loaded in shear". Thesis, McGill University, 2002. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=79276.
Pełny tekst źródłaA gradated bearing coefficient method, which was based on an investigation of bolted connections composed of mild steel as well as thin high strength steel, has recently been proposed to cold-formed steel design code committees in North America, Australia and New Zealand. However, the new bearing method does not include provisions for the design of washerless bolted connections. For this reason a total of 168 bolted connection shear tests designed to fail by bearing were performed. The test program included connections with and without washers, which were divided into single and double shear, as well as high strength steel (Grade 550) and mild sheet steel (Grade 230) categories. The thickness of the sheet steel material ranged between 0.43 mm and 1.53 mm. In addition, data for 381 washerless bolted connection specimens from previous experimental investigations was included in an evaluation of current cold-formed steel design standards and specifications. Modifications to the connection design procedure contained in the 2001 North American Specification were proposed.
Mahdi, 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.
Pełny tekst źródłaCelikag, Murude. "Moment-rotation behaviour of steel beam-to-column connections". Thesis, University of Sheffield, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.361708.
Pełny tekst źródłaKuttab, Atallah Shafic. "Behaviour of grouted dowelled connections between precast concrete columns". Thesis, Imperial College London, 1986. http://hdl.handle.net/10044/1/38076.
Pełny tekst źródłaKaragiannis, Vasileios. "Behaviour of hybrid timber-steel beam-to-column connections". Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/59187.
Pełny tekst źródłaGörgün, Halil. "Semi-rigid behaviour of connections in precast concrete structures". Thesis, University of Nottingham, 1997. http://eprints.nottingham.ac.uk/11294/.
Pełny tekst źródłaSarraj, Marwan. "The behaviour of steel fin plate connections in fire". Thesis, University of Sheffield, 2007. http://etheses.whiterose.ac.uk/3035/.
Pełny tekst źródłaBird, Patricia E. "Hearing God- peer coaching and the role of high quality connections in spiritual development". Thesis, United Theological Seminary, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10055451.
Pełny tekst źródłaThe context for this qualitative case study evaluation was a 400 member United Methodist Church in southwest Michigan. Incongruence existed between the congregants' claimed spiritual development and minimal supernatural manifestations. Significant instruction has not resulted in change. The purpose of this project was to develop, implement, and evaluate a leadership training. The hypothesis was that peer coaching is an effective method to accelerate spiritual intimacy as measured by hearing God. Data analysis revealed three themes related to hearing God: hindrances, helps, and hearing. Hindrances must be addressed through helps in order to hear.
Rifai, Abdussalam Mahmud. "Behaviour of columns in sub-frames with semi-rigid joints". Thesis, University of Sheffield, 1987. http://etheses.whiterose.ac.uk/3050/.
Pełny tekst źródłaPons, Aguilera Hector Feliciano. "Dynamic behavior of tubular bracing members with single plate concentric connections". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ29395.pdf.
Pełny tekst źródłaFang, Demi L. "Timber joinery in modern construction: Mechanical behavior of wood-wood connections". Thesis, Massachusetts Institute of Technology, 2020. https://hdl.handle.net/1721.1/127868.
Pełny tekst źródłaCataloged from the official PDF of thesis.
Includes bibliographical references (pages [107]-112).
Timber joinery is a method of geometrically interlocking timber elements prevalent in historic cultures around the world, including North America, Europe, and East Asia. The use of joinery as structural connections faded with the development of metallic screws and nails. Two recent developments offer the opportunity to revive this historic timber connection type: 1) the increasing desire to reduce embodied carbon in buildings by replacing more components with timber as a low-carbon structural material, and 2) recent digital fabrication capabilities which enable the precise milling of complex geometries as an alternative to the time- and labor-intensive handiwork required previously. How can joinery connections be designed in modern structural joints? Can we quantify the sustainability advantage of using these all-timber joints in lieu of the modern convention of metallic fasteners? This thesis addresses both questions as applied to the Japanese Nuki joinery type, though the workflows may be applied to any joinery geometry. First, the rotational stiffness of the Nuki joint is characterized and cross-verified using multiple methods. Second, the embodied carbon of a gravity frame using Nuki joints is compared to that of a gravity frame using conventional metallic fasteners. The use of Nuki joints not only eliminates the use of steel and aluminum but also provides rotational stiffnesses that enable smaller beam sections to be used. It is shown that gravity frames designed with Nuki joints could reduce embodied carbon by over 70% compared to gravity frames designed using conventional beam hanger connections. The findings make a case for all-timber joinery connections to be implemented as a sustainable alternative to conventional metallic connections used in modern timber construction.
by Demi L. Fang.
S.M. in Building Technology
S.M.inBuildingTechnology Massachusetts Institute of Technology, Department of Architecture
Kenyon, Elizabeth Mary. "Predicting the Seismic Behavior of the Dywidag Ductile Connector (DDC) Precast Concrete System". DigitalCommons@CalPoly, 2008. https://digitalcommons.calpoly.edu/theses/36.
Pełny tekst źródłaSiegel, Angeline M. "Unspoken connections| Scientists' intersubjective experiences with animals". Thesis, Saybrook University, 2015. http://pqdtopen.proquest.com/#viewpdf?dispub=3711355.
Pełny tekst źródłaLittle is known about the scientist-animal relationship; therefore, the aim of this study was to learn how moments of intersubjectivity, or "oneness" are created and experienced by scientists. It is by appreciating the risks and vulnerabilities intrinsic to human-animal relationships that propel the present investigation. The current cultural bias of valuing objectification and detachment as the predominant form of scientific investigation overlooks relational subtleties intrinsic to deriving meaning from humananimal studies. By examining scientists and their descriptions of intersubjectivity with their animal participants, a greater understanding of society's philosophical and ethical deliberations on the human-animal relationship may be revealed. An exploratory, sequential mixed-method design was utilized to phenomenologically examine intersubjectivity, as well as to measure the prevalence of its dimensions within the larger academic population. Phenomenological analysis from ten interviews identified humananimal intersubjectivity as having four significant phases: joint mindfulness, synchronized embodiment, intrinsic belonging , and transcendental awareness. Spearman correlational analysis from fifty-four responses to the online survey supported these findings, as well as identified a potential link with the variables of proximity (r s = .469, p < .05, n=25), closeness (rs = .483, p < .01, n=25), similarity (rs = .483, p < .01, n=25) and embodied awareness (rs = .421, p < .01, n=25) that account for variation in the scientific population. When examining past behavior as it related to current scientific practices, gender differences emerged that resemble those reported by neuroanatomical studies. Lastly, further mixed analysis identified academic and cultural risks that were met by employing concealment and silencing strategies. These results add valuable depth in the interpretation of intersubjectivity and its relationship with scientific behavior, as well as insight into the role of intersubjectivity within ethical and philosophical debates.
Biddah, Ashraf Mahmoud Samy. "Seismic behaviour of existing and rehabilitated reinforced concrete frame connections". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ30074.pdf.
Pełny tekst źródłaMoussa, Maged Abdel-Ghaffar. "Behaviour of semi-rigid composite connections subject to wind loads". Thesis, University of Southampton, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.240964.
Pełny tekst źródłaMohamed, Sherif Ali Mohtady. "Behaviour of sleeved bolt connections in precast concrete building frames". Thesis, University of Southampton, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315403.
Pełny tekst źródłaReynolds, Thomas Peter Shillito. "Dynamic behaviour of dowel-type connections under in-service vibration". Thesis, University of Bath, 2013. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.608327.
Pełny tekst źródłaMuniasamy, D. "Behaviour of semi-rigid composite connections for steel framed buildings". Thesis, Engineering systems department, 2009. http://hdl.handle.net/1826/3974.
Pełny tekst źródła