Relevant bibliographies by topics / Tapered steel plate girders

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  2. Dissertations / Theses
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Academic literature on the topic 'Tapered steel plate girders'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Tapered steel plate girders"

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Zárate, A. V., and E. Mirambell. "Shear strength of tapered steel plate girders." Proceedings of the Institution of Civil Engineers - Structures and Buildings 157, no. 5 (2004): 343–54. http://dx.doi.org/10.1680/stbu.2004.157.5.343.

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Shanmugam, N. E., and Hu Min. "Ultimate load behaviour of tapered steel plate girders." Steel and Composite Structures 7, no. 6 (2007): 469–86. http://dx.doi.org/10.12989/scs.2007.7.6.469.

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Attaalla, Sayed A. "Inelastic Buckling Strength of Unsymmetrical Tapered Plates." Advances in Structural Engineering 5, no. 3 (2002): 165–71. http://dx.doi.org/10.1260/136943302760228112.

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A comprehensive nonlinear investigation is conducted on tapered plates having unsymmetrical geometry and subjected to five different in-plane compressive loads with the objective of reaching at simple design guidelines. The analyses considered both material and geometrical nonlinear behavior as well as post buckling of thin plates. Simply supported and clamped boundary conditions are considered herein to represent the upper and the lower bounds of most practical situations of tapered web plates in steel girders. The study covers plates with different tapering ratios as compared with the rectan
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Dabaon, Mohamed, Ahmed El-Hadidy, and Rashad Manaa. "Shear Behaviour of Continuous Tapered Steel Plate Girders with Corrugated Webs." Journal of Engineering Research 3, no. 6 (2019): 60–65. http://dx.doi.org/10.21608/erjeng.2019.125506.

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Bradberry, Timothy E., Jeffery C. Cotham, and Ronald D. Medlock. "Elastomeric Bearings for Steel Trapezoidal Box Girder Bridges." Transportation Research Record: Journal of the Transportation Research Board 1928, no. 1 (2005): 27–38. http://dx.doi.org/10.1177/0361198105192800103.

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Traditionally, bridge bearings supporting steel trapezoidal box girders (tub girders) consist of fabricator-designed mechanical devices, such as pot or disc bearings, that may be guided or unguided and are expensive to fabricate and place. Performance of these bearings has been mixed: some are maintenance-free and others require significant maintenance, repair, or replacement. In Texas, bridge bearings supporting concrete and steel superstructure types are typically steel-laminated elastomeric bearings that are tapered or have a constant thickness. Recently, the Texas Department of Transportat
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Wang, Yuan Qing, Li Yuan Liu, Da Yi Ding, Yong Jiu Shi, and Hai Ying Wan. "Finite Element Analyses and Design Proposals on the Truss-to-Box Girder Connection Models of Xinqiao International Airport Terminal." Applied Mechanics and Materials 94-96 (September 2011): 724–30. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.724.

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Hefei Xinqiao International Airport Terminal is a steel structure consisting of long-span rigid frames, with 804m in length and about 161m in width at the widest part. The long-span frame consists of box columns, large curvature beams, tapered box beams and space trusses. The joints between space trusses and box beams named truss-to-box beam connections are the critical parts of the whole structure, because of the discontinuity in geometries and stiffness which result in high stress concentrations and complicated mechanical properties. GJ3-6, GJ3-5 and GJ3-1 of the airport terminal are modeled
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Callicutt, Edwin. "Special-Design Precast Concrete Beams for Sidney Lanier Bridge Replacement Project." Transportation Research Record: Journal of the Transportation Research Board 1696, no. 1 (2000): 48–51. http://dx.doi.org/10.3141/1696-07.

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The Sidney Lanier Bridge Replacement Project is a $100 million undertaking in Brunswick, Georgia, that will lead to the replacement of an existing 40-year-old steel lift-span structure. The approach bridges that lead to the project’s main-span unit consist of 16 spans of 54.9-m (180-ft), special-design, precast concrete beams as well as 14 spans of 36.6-m (120-ft) Type V AASHTO girders. The special-design beams are 2.3 m (7.5 ft) deep, are erected as simply supported members and are then made into two-span continuous units by longitudinal posttensioning, and are rigidly connected transversely
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Mirambell, E., and A. V. Zárate. "Web buckling of tapered plate girders." Proceedings of the Institution of Civil Engineers - Structures and Buildings 140, no. 1 (2000): 51–60. http://dx.doi.org/10.1680/stbu.2000.140.1.51.

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Roberts, T. M., and A. C. B. Newark. "Shear strength of tapered aluminium plate girders." Thin-Walled Structures 29, no. 1-4 (1997): 47–58. http://dx.doi.org/10.1016/s0263-8231(97)00014-1.

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Yosep, Flosten, and Paulus Karta Wijaya. "Shear strength of linearly tapered plate girders." MEDIA KOMUNIKASI TEKNIK SIPIL 26, no. 2 (2021): 237–46. http://dx.doi.org/10.14710/mkts.v26i2.30260.

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This study analyzes the shear behaviour of I profile linearly tapered plate girder and obtains a proposed method to estimate its shear strength. This study contains 72 models of linearly tapered plate girder with angle of inclination range from 2° up to 30°, web thickness: 5 mm up to 8 mm and ratio of a/h: 1, 1.25 dan 1.5. All models have slender web. This study was performed through analysis by finite element method using ADINA 9.5 software. All models are simply supported and applied two shear load variations, which cause diagonal tension field action at short diagonal direction (Type I) and
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Dissertations / Theses on the topic "Tapered steel plate girders"

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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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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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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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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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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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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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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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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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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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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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Book chapters on the topic "Tapered steel plate girders"

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Abu-Saba, Elias G. "Built-Up Beams: Plate Girders." In Design of Steel Structures. Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2079-5_9.

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Maquoi, R. "Ultimate Limit States of Plate- and Box-Girders." In Steel Plated Structures. Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_5.

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Guţiu, Ştefan I., Petru Moga, Alexandra D. Danciu, and Cătălin Moga. "Lateral Torsional Buckling Resistance Of Steel Plate Girders According To Euronorms." In The Eight International Conference "Bridges in Danube Basin". Springer Fachmedien Wiesbaden, 2013. http://dx.doi.org/10.1007/978-3-658-03714-7_30.

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Zangeneh, Pouya, Hamid Y. Omran, and Raafat El-Hacha. "Numerical Simulation of Prestressed CFRP Plate Strengthened Steel-Concrete Composite Girders." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_205.

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MIRAMBELL, E., and A. ZARATE. "Ultimate strength of tapered steel plate girders under combined shear and bending moment." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50205-5.

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"Experimental and numerical research on longitudinally stiffened tapered steel plate girders subjected to shear." In Research and Applications in Structural Engineering, Mechanics and Computation. CRC Press, 2013. http://dx.doi.org/10.1201/b15963-217.

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"Plate Girders." In Design of Welded Steel Structures. CRC Press, 2015. http://dx.doi.org/10.1201/b18974-14.

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"Plate and Box Girders." In Constructional Steel Design. CRC Press, 1992. http://dx.doi.org/10.1201/9781482286861-6.

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"Strength of corroded tapered plate girders under pure shear." In Advances in Bridge Maintenance, Safety Management, and Life-Cycle Performance, Set of Book & CD-ROM. CRC Press, 2015. http://dx.doi.org/10.1201/b18175-74.

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ESTRADA, I., E. REAL, and E. MIRAMBELL. "Shear buckling stress in stainless steel plate girders." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50208-0.

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Conference papers on the topic "Tapered steel plate girders"

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Shi, Lei, Xiaolin Wang, Liang Chang, and Xue Li. "Elephant Foot Buckling Analysis of Large Unanchored Oil Storage Tanks With Tapered Shells Subjected to Foundation Settlement." In ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21171.

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Abstract This paper presents an numerical study on a large unanchored open-topped steel tank. The buckling behaviors of the tank are analyzed using the finite element computer package ANSYS by means of nonlinear stabilization algorithm. The effects of foundation harmonic settlement on the elephant foot buckling strength of large unanchored open-topped oil storage tanks with tapered shells under axial compression are explored by numerical modeling. Various items of actual geometrical structure which involve concrete ringwall foundation of tank, unanchored bottom with slope, shell tapering from
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Yazmil, M. Y., N. E. Shanmugam, and W. Hamidon. "Composite Plate Girders with Partial Interaction." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp030-icsas11.

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Darehshouri, S. F., N. E. Shanmugam, and S. A. Osman. "An Approximate Method for Shear Strength of Composite Plate Girders." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp029-icsas11.

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Shanmugam, N. E., and K. Baskar. "DESIGN FOR WEB BUCKLING IN STEEL-CONCRETE COMPOSITE PLATE GIRDERS." In Proceedings of the Second International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776228_0047.

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Glassman, Jonathan D., and Maria E. Moreyra Garlock. "Shear Buckling Behavior of Steel Plate Girders at Elevated Temperatures." In Structures Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.250.

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M., Basher, Shanmugam N. E., and Khalim A. R. "Ultimate Load Behaviour of Composite Plate Girders with Trapezoidally Corrugated Webs." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-fr026.

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NÉZÖ, J., and L. DUNAI. "EFFECTS OF STEEL MATERIAL ON THE ULTIMATE BEHAVIOUR OF PLATE GIRDERS." In Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0063.

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Yatim, M. Y. M., N. E. Shanmugam, and W. H. Wan Badaruzzaman. "An Experimental Study of Partially Connected Composite Plate Girders Under Concentrated Load." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_190.

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Md Yatim, M. Y., N. E. Shanmugam, and W. H. Wan Badaruzzaman. "Ultimate Strength of Partially Connected Composite Plate Girders with Web Openings." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_105.

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Frankl, Bernard A., and Daniel G. Linzell. "Influence of Horizontal Curvature on the Shear Resistance of Steel Plate Girders with Slender Webs." In Structures Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480403.025.

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