Academic literature on the topic 'High Rise Steel Structures'

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Dissertations / Theses on the topic "High Rise Steel Structures"

1

Alanazi, Abdulaziz Manqal. "The Use of Core and Outrigger Systems for High-Rise Steel Structures." University of Dayton / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645.

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Cook, Jason A. (Jason Andrew). "Structural steel framing options for mid- and high rise buildings." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34634.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2006.<br>Includes bibliographical references.<br>Selecting a structural system for a building is a complex, multidisciplinary process. No design project is the same; however, there are certain criteria that are commonly true in the initial phase of evaluating different structural schemes. These criteria encompass all aspects of a full, functioning building, forcing the design team to be creative in their approach of satisfying all facets. An investigation was carried out for several structura
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Lin, Xuchuan. "Development of Low-to Mid-rise Building Structures Using Weld-free Built-up Columns Made of Ultra-high Strength Steel." 京都大学 (Kyoto University), 2012. http://hdl.handle.net/2433/161010.

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Marcus, Micheal, and Kuang Zhao. "En studie av höghusbyggande med avseende på stomsystem och lastpåverkan." Thesis, KTH, Byggteknik och design, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-149557.

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Vi har valt att undersöka vilka möjligheter och eventuella risker det finns att bygga högt i Stockholm. Undersökningen utgick på att jämföra olika byggtekniska lösningar för stomsystem. Hur tar stomsystemen hand om vertikala och horisontella laster? Vilket stomsystemen är lämpligast vid en viss höjd? Dessa är några av de frågor som besvaras i arbetet. De vertikala och horisontella lasterna är de faktorer som främst försvårar höghusbyggandet. Med en större belastning av laster ju högre det byggs måste stomsystemen dimensioneras med allt större noggrannhet för att lasterna ska nedföras till grun
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5

Lubke, Christopher D. (Christopher David) 1980. "Trends and innovations in high-rise structures." Thesis, Massachusetts Institute of Technology, 2003. http://hdl.handle.net/1721.1/85380.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2003.<br>Includes bibliographical references (leaves 47-48).<br>by Christopher D. Lubke.<br>M.Eng.
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6

Batista, Yolanda Maria Baez. "Financial Feasibility of High Performance Low Rise Steel Buildings." DigitalCommons@USU, 2010. https://digitalcommons.usu.edu/etd/4343.

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Comparative performance evaluation including life cycle cost is currently being conducted on a series of conventional and base-isolated case study buildings. Alternative design approaches and their influence in cost were to be evaluated . This investigation is intended to contribute in the development of isolated structures by allowing engineers to communicate the cost of higher performance systems to their clients. The reported effort is part of a larger cost-benefit study for isolated steel buildings, and the purpose of this thesis is to compare initial investment of 3-story conventional and
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7

Zhang, Xiaoyue. "Seismic design of timber steel hybrid high-rise buildings." Thesis, University of British Columbia, 2017. http://hdl.handle.net/2429/61985.

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Timber-steel hybrid systems utilize timber as main construction material, but also take advantage of the ductility and stiffness that steel provides. For a novel hybrid system to gain recognition, experimental data must be supported by numerical analysis to predict its structural performance. “Finding the Forest Through the Trees” (FFTT) is one proposal for a timber-steel hybrid system using mass-timber panels as shear walls and floor slabs connected with steel header beams. This thesis presents research to evaluate the seismic performance of the FFTT hybrid system using experimental methods
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Surampudi, Bala Anjani Vasudha. "High-Resolution Modeling of Steel Structures." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504787210175847.

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9

Assefa, Dereje 1974. "Controlling wind induced motion in high-rise structures." Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/80639.

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10

Melhem, George Nadim Materials Science &amp Engineering Faculty of Science UNSW. "Design variables for steel and aluminium in high-rise rooftops." Publisher:University of New South Wales. Materials Science & Engineering, 2008. http://handle.unsw.edu.au/1959.4/43010.

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This dissertation reports a case study in the design and construction solutions for a major corrosion failure of the aluminium louvres and steel brackets on the roof and fa??ade of levels 26-29 of the Westfield Tower 2, Bondi Junction. This work was undertaken during early 2005. Aims: ?? Consideration of the roles and responsibilities of designer and engineer working on metallurgical corrosion issues in high-rise buildings ?? Undertaking of a literature survey of corrosion issues involving riveting and welding of aluminium and galvanising of steel ?? Undertaking of stress calculations for al
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