Simplified solution of space frame structures.

Simplified solution of space frame structures.

This thesis document was issued under the authority of another institution, not NPS. At the time it was written, a copy was added to the NPS Library collection for reasons not now known. It has been included in the digital archive for its historical value to NPS. Not believed to be a CIVINS (Civil...

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Main Author: Hayen, Charles Leo
Other Authors: Rensselaer Polytechnic Institute
Language:en_US
Published: Troy, New York; Rensselaer Polytechnic Institute 2012
Online Access:http://hdl.handle.net/10945/6538
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spelling ndltd-nps.edu-oai-calhoun.nps.edu-10945-65382015-05-06T03:57:59Z Simplified solution of space frame structures. Hayen, Charles Leo Rensselaer Polytechnic Institute Department of Civil Engineering This thesis document was issued under the authority of another institution, not NPS. At the time it was written, a copy was added to the NPS Library collection for reasons not now known. It has been included in the digital archive for its historical value to NPS. Not believed to be a CIVINS (Civilian Institutions) title. This thesis discusses the analysis of space frame structures by the method of "tension coefficients". A simplified application of the method is presented and two examples are presented to illustrate the application. The simplified application could be used in the analysis of simple space frame structures, however further research is considered necessary before more complex frames could be analyzed by this method. 2012-03-14T17:53:08Z 2012-03-14T17:53:08Z 1947-08 Thesis http://hdl.handle.net/10945/6538 en_US Troy, New York; Rensselaer Polytechnic Institute
collection NDLTD
language en_US
sources NDLTD
description This thesis document was issued under the authority of another institution, not NPS. At the time it was written, a copy was added to the NPS Library collection for reasons not now known. It has been included in the digital archive for its historical value to NPS. Not believed to be a CIVINS (Civilian Institutions) title. === This thesis discusses the analysis of space frame structures by the method of "tension coefficients". A simplified application of the method is presented and two examples are presented to illustrate the application. The simplified application could be used in the analysis of simple space frame structures, however further research is considered necessary before more complex frames could be analyzed by this method.
author2 Rensselaer Polytechnic Institute
author_facet Rensselaer Polytechnic Institute
Hayen, Charles Leo
author Hayen, Charles Leo
spellingShingle Hayen, Charles Leo
Simplified solution of space frame structures.
author_sort Hayen, Charles Leo
title Simplified solution of space frame structures.
title_short Simplified solution of space frame structures.
title_full Simplified solution of space frame structures.
title_fullStr Simplified solution of space frame structures.
title_full_unstemmed Simplified solution of space frame structures.
title_sort simplified solution of space frame structures.
publisher Troy, New York; Rensselaer Polytechnic Institute
publishDate 2012
url http://hdl.handle.net/10945/6538
work_keys_str_mv AT hayencharlesleo simplifiedsolutionofspaceframestructures
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