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Relevant bibliographies by topics / Tapered steel plate girders / Dissertations / Theses

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Dissertations / Theses on the topic 'Tapered steel plate girders'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 February 2022

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1

Bedynek, Agnieszka. "Structural behaviour of tapered steel plate girders subjected to shear." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/145443.

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Tapered plate girders often form part of large-scale structures such as long continuous bridges or industrial buildings where due to considerable loads the higher resistance is required. There are several important reasons choosing non-prismatic girders. First of all, their tapered shape with gradually changing inertia allows for more effective stress distribution inside the web-panel and contributes to steel reduction and thereby to decrease the overall cost of the structure. Trapezoidal shape of such panels also may be desirable in structures with non-standard shape for example where pre-for

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2

Bhutto, Muhammad Aslam. "FRP-strengthening of webs of steel plate-girders." Thesis, Heriot-Watt University, 2014. http://hdl.handle.net/10399/2814.

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Fibre-reinforced polymer, FRP, composites have been used successfully for the strengthening and repair of steel beams in order to increase the flexural strength of the beams by up to 40%. However, little attention has been given to the use of FRP composites to increase the ultimate strength of steel plate-girders where failure is initiated by shear buckling of the slender webs. This thesis presents the details and results of an experimental and numerical investigation in which the web panels of the steel plate-girders were strengthened either by bonding GFRP pultruded section stiffeners or lay

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3

Khorasani, Milad. "Rapid design of steel monosymmetric plate and box girders." Thesis, University of British Columbia, 2010. http://hdl.handle.net/2429/28007.

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This thesis deals with the design process for steel plate girders and box girders. The design of plate girders is quite prescriptive. A more fundamental approach is required for the design of box girders. Equations explicitly for the design of plate and box girders are heavily influenced by empirical data. This work considers pure steel box girders only, and does not include the design of composite box girder sections. CAN/CSA-S6-00 “Canadian Highway Bridge Design Code” provides detailed design requirements for these composite girders. The design of plate girders follows mostly the requireme

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4

Reis, André da Silva. "Shear bucling in steel plate girders exposed to fire." Doctoral thesis, Universidade de Aveiro, 2016. http://hdl.handle.net/10773/21924.

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Doutoramento em Engenharia Civil<br>This thesis is a research work aiming the increasing of knowledge of the behaviour of steel plate girders subjected to shear buckling in fire situation. The main objective of this thesis is to overcome the lack of rules for the design of steel structural elements subjected to shear buckling at high temperatures. For this purpose, a numerical model was developed in the finite element software SAFIR to simulate the behaviour of steel plate girders under shear loading at elevated temperatures. These numerical analyses fall into the methodology commonly referr

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5

Chacón, Flores Rolando. "Resistance of transversally stiffened hybrid steel plate girders to concentrated loads." Doctoral thesis, Universitat Politècnica de Catalunya, 2009. http://hdl.handle.net/10803/30915.

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Una viga armada se considera híbrida cuando se utilizan diferentes límites elásticos de acero en las chapas de alas y alma que la conforman. Un diseño estructural de una viga armada híbrida puede resultar más eficiente que el de una viga homogénea, tanto desde un punto de vista resistente como desde un punto de vista económico y sostenible. Las vigas armadas híbridas han sido estudiadas a nivel teórico, experimental y numérico bajo solicitaciones de flexión, de abolladura por cortante, de interacción flexión-cortante y de fatiga. Los estudios realizados han demostrado que dicho diseño puede se

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6

Pratt, J. Andrew. "Optimum Pick Point Locations for Straight, Singly Symmetric Steel Plate Girders." BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/6065.

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Optimal pick point location is discovered in order to have the full buckling capacity of a suspended, non-prismatic, singly symmetric plate girders. The results show that a significant increase in stability occurs at the pick point location of 0.25L, where L is the span length. This recommendation can be utilized in the field to save construction cost and time because of how simplistic it is to use. A finite element software, ABAQUS 6.14, is used to determine the buckling capacities at different pick point locations and of different cross sections. The dimension of the cross sections and span

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7

Chacón, Flores Rolando Antonio. "Resistance of transversally stiffened hybrid steel plate girders to concentrated loads." Doctoral thesis, Universitat Politècnica de Catalunya, 2009. http://hdl.handle.net/10803/30915.

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Una viga armada se considera híbrida cuando se utilizan diferentes límites elásticos de acero en las chapas de alas y alma que la conforman. Un diseño estructural de una viga armada híbrida puede resultar más eficiente que el de una viga homogénea, tanto desde un punto de vista resistente como desde un punto de vista económico y sostenible. Las vigas armadas híbridas han sido estudiadas a nivel teórico, experimental y numérico bajo solicitaciones de flexión, de abolladura por cortante, de interacción flexión-cortante y de fatiga. Los estudios realizados han demostrado que dicho diseño puede se

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8

Hagen, Nils Chr. "On the shear capacity of steel plate girders with large web openings." Doctoral thesis, Norges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, 2004. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-1372.

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This report presents an investigation of the shear capacities of steel plate girders with web holes, penetrations, cut-outs or openings. The study is motivated by the need for simple guidelines that can be used in practical design of girders in building and offshore structures. Simplicity of method is highly desireable because the value of any calculation decreases sharply if it is not completed before the design is frozen. The study comprises a review of existing load-carrying theories, including methods based on allowable stresses, strength criteria, simplified shear buckling, rotated stress

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9

Lam, Wai-yin, and 林慧賢. "Experimental study on embedded steel plate composite coupling beams." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B26643352.

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10

Ho, Teck Tuak. "Analysis of distortional buckling in continuous composite beams." Thesis, University of Nottingham, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275729.

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11

Freeman, Lora B. "Development of an optimized short-span steel bridge package." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4310.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains xv, 141 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 139-141).

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12

Cook, Wesley J. "Destructive Testing of Composite Precast Concrete Deck Panels and Buil-up Steel Plate Girders." DigitalCommons@USU, 2010. http://digitalcommons.usu.edu/etd/946.

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The Utah Department of Transportation (UDOT) has implemented the use of precast concrete panels for bridge deck construction. A bridge utilizing these panels as a reconstruction method was decommissioned three years after the new deck installation, due to unrelated matters. Two sections of this bridge were salvaged and sent to Utah State University (USU) for destructive testing. Each bridge section consisted of two built-up steel plate girders intact with the precast concrete deck panels. The precast panels were designed and constructed to achieve full composite action between the deck and

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13

Al-Azzawi, Zaid Mohammed Kani. "Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading." Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/25453.

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Civil engineers are presently faced with the challenge of strengthening and repairing many existing structures to assure or increase their structural safety. The reasons for this include changes in the use of structures, and increased traffic loads on bridges. In Iraq, for example, several highway bridges needed to accommodate increased axle load during the transportation of huge turbines for electricity generating stations. The requirement for structural strengthening and repair methods is, however, driven by the worldwide need to ensure the safety and sustainability of our aging infrastructu

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14

Bryant, Cameron L. "Web crippling of hot-rolled beams at stiffened-seat connections." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-12052009-020154/.

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15

He, Liusheng. "Development of Steel Shear Walls Capable of Structural Condition Assessment by Using Double-Tapered Links." 京都大学 (Kyoto University), 2015. http://hdl.handle.net/2433/199301.

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16

Fink, Elliot G. "A stress-based fatigue life evaluation of two steel bridges along I-95 in Delaware." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 3.03 Mb., ? p, 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&res_dat=xri:pqdiss&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&rft_dat=xri:pqdiss:1435862.

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17

Walimbe, Anmol. "Investigation of Shear Lag and Eccentric Weld Demands on Top Chord Knife Connections in Open Web Steel Joist Girders." University of Cincinnati / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1623165008367418.

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18

Guzda, Mark Richard. "Development of site-specific fatigue truck weights and truck volume." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 1.18 Mb., p, 2006. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&res_dat=xri:pqdiss&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&rft_dat=xri:pqdiss:1435844.

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19

Miàs, Oller Cristina. "Analysis of time-dependent flexural behaviour of concrete members reinforced with fibre reinforced polymer bar." Doctoral thesis, Universitat de Girona, 2012. http://hdl.handle.net/10803/96914.

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In this work, long-term behaviour of FRP RC beams has been investigated both analytically and experimentally to further extend the knowledge in this particular research domain. In this respect, a new methodology to determine the long-term deflections due to creep and shrinkage is presented. Based on multiplicative coefficients, the methodology is straightforward and simple, and therefore suitable to be used in design. In addition, an experimental campaign on two series of GFRP RC beams subject to long-term loading has been performed. Different reinforcement ratios, concrete strengths and sust

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20

Rusoňová, Nikola. "Pavilon botanické zahrady v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227325.

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Master´s thesis describes the design and check of the construction of botanical pavillion in Brno. The structure has an elliptical ground plan with dimensions 34 x 20 m, height of 9 m. The supporting structure consists of 16 support curved ribs which are braced at the top of the elliptical steel ring. Between the ribs are inserted purlins which support the perimeter cladding. The supporting structure is designed as an alternative system as girders of glued laminated timber and as system of steel truss girders.

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21

Wei, Ber-Lin. "The static in-plane strength of welded steel plate I-girders under bending /." Diss., 1998. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:9914252.

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