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Dissertations / Theses on the topic 'Nailed joints'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Kermani, Abdolghaffar. "Nailed plywood haunched joints in timber portal frames." Thesis, Teesside University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.236167.

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2

Cruz, Helena Maria Pires. "Nailed timber joints subjected to alternating load cycles." Thesis, University of Brighton, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.357016.

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3

Ni, Chun. "Behavior of nailed timber joints under reversed cyclic load." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq23869.pdf.

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4

Stevens, Wade. "Deformations in nailed plywood gusset plate joints due to dynamic loading /." Title page, contents and introduction only, 1996. http://web4.library.adelaide.edu.au/theses/09ENS/09enss846.pdf.

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5

Gutshall, Scott T. "Monotonic and cyclic short-term performance of nailed and bolted timber connections." Thesis, Virginia Polytechnic Institute and State University, 1994. http://hdl.handle.net/10919/50106.

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This paper presents the results of testing to determine the appropriateness of the seismic load duration factor and to investigate the possible effect of previous load history from cyclic loading on connection reserve capacity and ductility. The single shear nail and bolt connection types tested represent common connection geometries used in wood construction in the United States. The results of two methods of fully reversing cyclic loading of connections are presented. The first method was a load-controlled test with the applied cyclic loads acting at specified percentages above current nom

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6

Whale, L. R. J. "Deformation characteristics of nailed or bolted timber joints subjected to irregular short or medium term lateral loading." Thesis, London South Bank University, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.380658.

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7

Aslan, Jiyan, and Marcus Asp. "Jointed timber column with glue or nails." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-131980.

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På en byggarbetsplats kan man ibland behöva sammansätta två eller flera träkomponenter till en träkomponent med rätt dimension. Det sker oftast genom spikning men det finns också möjlighet att limma ihop träkomponenter ute på en byggarbetsplats. Limning är inte alls lika förekommande på grund av de krav som ställs på limning av bärande konstruktioner och kringliggande miljö varför limning i princip endast sker i fabriksmiljö. I denna studie utförs en jämförelse mellan sammansättning av träreglar till en träpelare med avseende på hållfasthet och ekonomi. Detta jämförs dessutom med att köpa in p

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8

Ryšavá, Iva. "Víceúčelové objekty v Podlesí u Příbrami." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227711.

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The subject of this thesis is the design and static assessment of timber load bearing structure of The Multipurpose buildings in Podlesí u Příbram. The complex is composed of the administrative building and a multipurpose hall and corridor. The administrative building has three floors and it is designed as a wooden frame. The hall is designed as a wooden frame system. Corridor connects the administrative building with a hall and it is 1.3 meters above the ground. Corridor is a wooden structure. Climatic loads are considered for the village Podlesí u Příbram.

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9

Hagman, Oliver, and Erik Johansson. "Dimensioning aids for nail and screw joints." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-119960.

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I Sverige idag används trä som byggnadsmaterial i stor utsträckning, 90 % av alla enfamiljshus som byggs idag är byggda med trämaterial. Vid sammanfogning av olika träelement används olika förbandstyper. Förbanden som används idag är: Spikförband, Skruvförband, Träskruvförband, Tandbrickor, Spikplåt Syftet med arbetet är att undersöka möjligheten, samt att skapa ett dimensioneringshjälpmedel för träförband som kan underlätta dimensioneringsgången. En genomgång hur beräkningsgången ser ut enligt Eurokod 5 som är den rådande standarden för dimensionering av träförband. Arbetet kommer undersöka h

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10

Porteous, Alexander. "The structural behaviour of timber joints made with fully overlapping nails." Thesis, Edinburgh Napier University, 2003. http://researchrepository.napier.ac.uk/Output/2787.

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An integrated programme of experimental and analytical work was carried out to evaluate the nonlinear semi-rigid characteristics of timber connections using fully overlapping nails subjected to short duration lateral loading and moment. The investigation is part of a continuing programme of research at Napier University into the behaviour of timberjoints using fully overlapping nails as the connecting Z -1 mechanism. The effects of the factors and material properties that influence the behaviour of nailed joints were addressed in a structured and controlled way allowing semi-empirical models t

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11

Karlsson, Fredrik, Zlatan Ramic, and Karl Tartes. "Increasing Damping Capacity of Shear Walls with Glued-Nail Joints." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-19271.

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The purpose of this master thesis has been to investigate the possibility to increase the damping capacity of shear walls with the use of glue in combination with nails. It has been done with experiment and with FE-simulations. The first experimental part is tensile tests of four different glue types which have been analyzed to get material data. The second experimental part is analysis of glued-nail joint in shear test. FE-simulations of glued-nail joints are finally done in Abaqus/CAE. The experiments in shear tests of glued-nail joints showed that two glues failed and could not be used

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12

Jones, Sharon Mary. "Studies of psoriatic arthritis : an investigation into the link between joint, skin and nail disease in psoriatric arthritis : a clinical, radiological, genetic and immunohistological study." Thesis, University of Bath, 1998. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.268188.

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13

White, Braden Spencer. "Measurement of Wood Pallet Performance Subjected to Uniform Loading in Racked, Fork Tine, and Floor Stacked Support Conditions." Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/33730.

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<p>Wood pallets are heavily used throughout the United States and the World to transport, store, and protect goods. During a lifecycle, pallets typically experience various stresses from warehouse storage racks, materials handling equipment, and floor stacking situations. The components within the pallet interact to withstand load and impact forces. Every year product damage and human injury/death result from improperly designed pallets, non-reliable packaging systems, and careless materials handling methods. </p><p> In use wood pallets are exposed to a variety of loads and support conditio

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14

Petr, Radovan. "Městské divadlo v Kuřimi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227681.

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The theme of the master´s theses is to design a wooden structure of city theater with internal steel construction. The concept of wooden structure is developed in two versions according to standard ČSN EN. The theses solve the static effect of the construction and design of individual parts and materials. Theater has dimensions 49.0 x 25.6 m, max. height of 12.5 meters. The construstion is devise to withstand a weight and applicability. The supporting structure of the roof is solved using by 13 arched plate girders. The second variant is designed as arched truss girders. The gable wall is glas

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15

Sedlák, Petr. "Statická analýza spoje dřevěné konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227330.

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This diploma thesis deals with the numerical modeling of the nail joint of the timber roof structure and it is based on the already realized physical experiment. Totally twelve various solutions, where the isotropic and ortotropic characteristics of the spruce timber and steel components change, have been created. The final values of the joint shift obtained by using of the numerical modeling are compared with results of physical experiment. Program system ANSYS is used.

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16

Štelcl, Jan. "Lávka pro chodce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226044.

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Master thesis is focused to design the timber pedestrian bridge over the track. The load-bearing construction is composed from the truss girder and cross laminated tiber plates. Bridge is coveder. Layout dimensions of the bridge are 49.0 m x 4.8 m

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17

Kubášková, Barbora. "Horský hotel v Beskydech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226642.

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This thesis solves design of timber structure of mountain hotel in Beskydy. The hotel is two-storey building with residential attic and no cellar. The ground plan of the building is about 15x26 m and height of the building is 14,76 m. The type of roof timbers was chosen from two options. There was used structural timber of the strength class C24, glued laminated timber of the strength class GL24 and steel S235. Program Scia Engineer was used for the static analysis of the structure. There was made only linear calculation.

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18

Sun, Maurice Xuewu. "Lateral load-slip characteristics of nailed joints." 1991. http://catalog.hathitrust.org/api/volumes/oclc/210109447.html.

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Thesis (M.S.)--University of Wisconsin--Madison, 1991.<br>Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 78-80).

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19

Cha, Jae Kyung. "Effect of loading rate on damping and stiffness in nailed joints /." 1985. http://hdl.handle.net/1957/16898.

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20

Paiva, Lucas Carvalho. "Load transfer models in joint lines of punched metal plate fasteners." Master's thesis, 2018. http://hdl.handle.net/10198/20529.

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Dupla diplomação com a UTFPR - Universidade Tecnológica Federal do Paraná<br>Timber joints are a key part of timber structures, and their performance is a major requisite to successful timber constructions. Among all the connection types, punched metal plate fasteners are the most economical and e cient, reasons why this connection dominates the prefabricated truss industry. However, the structural load bearing capacity of these timber connections is mechanically complex and di cult to analyse. Besides, the current standards oversimplify many current joint con gurations and don’t provide

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