Structural performance of spoke wheel roof systems

Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.

Bibliographic Details
Main Author: Kim, Harry, M. Eng. Massachusetts Institute of Technology
Other Authors: Gordana Herning and John A. Ochsendorf.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2017
Subjects:
Online Access:http://hdl.handle.net/1721.1/111513
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author Kim, Harry, M. Eng. Massachusetts Institute of Technology
author2 Gordana Herning and John A. Ochsendorf.
author_facet Gordana Herning and John A. Ochsendorf.
Kim, Harry, M. Eng. Massachusetts Institute of Technology
author_sort Kim, Harry, M. Eng. Massachusetts Institute of Technology
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description Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017.
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spelling mit-1721.1/1115132019-04-12T22:48:12Z Structural performance of spoke wheel roof systems Kim, Harry, M. Eng. Massachusetts Institute of Technology Gordana Herning and John A. Ochsendorf. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Massachusetts Institute of Technology. Department of Civil and Environmental Engineering. Civil and Environmental Engineering. Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2017. Cataloged from PDF version of thesis. Includes bibliographical references (pages 65-66). A spoke wheel roof system consists of tension rings, compression rings, and radial spokes and resists loads mainly through axial forces. Due to its light weight and ability to achieve a column-free, long span, it has been a popular solution to structures such as stadia since its first use in 1960s. However, there has been lack of information on the performance of a spoke wheel roof system depending on its geometry. This thesis explores the history and general behaviors of a spoke wheel roof system. A representative model is created and tested in Rhino-Grasshopper-Karamba, and the geometric variations to the structure and their influence are evaluated. Configuration of the rings, inner and outer ring radii, aspect ratios of the rings, spoke spacing and slope are chosen to be variables, and load path is used as an evaluation criterion for structural performance or efficiency. Results show that the choice between different ring configurations depends on architectural needs and climate conditions. Assuming that minimal load path implies high structural performance, roof span and size are inversely related to the structural performance. They have a greater influence than the aspect ratios of the rings. Smaller spacing and larger slope of the spokes lead to a more efficient structure. by Harry Kim. M. Eng. 2017-09-15T15:37:30Z 2017-09-15T15:37:30Z 2017 2017 Thesis http://hdl.handle.net/1721.1/111513 1003324233 eng MIT theses are protected by copyright. They may be viewed, downloaded, or printed from this source but further reproduction or distribution in any format is prohibited without written permission. http://dspace.mit.edu/handle/1721.1/7582 66 pages application/pdf Massachusetts Institute of Technology
spellingShingle Civil and Environmental Engineering.
Kim, Harry, M. Eng. Massachusetts Institute of Technology
Structural performance of spoke wheel roof systems
title Structural performance of spoke wheel roof systems
title_full Structural performance of spoke wheel roof systems
title_fullStr Structural performance of spoke wheel roof systems
title_full_unstemmed Structural performance of spoke wheel roof systems
title_short Structural performance of spoke wheel roof systems
title_sort structural performance of spoke wheel roof systems
topic Civil and Environmental Engineering.
url http://hdl.handle.net/1721.1/111513
work_keys_str_mv AT kimharrymengmassachusettsinstituteoftechnology structuralperformanceofspokewheelroofsystems