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Lateral bracing systems in high rise steel frames

dc.contributor.authorBrooks, Thomas E., author
dc.contributor.authorCivil Engineering Department, Colorado State University, publisher
dc.date.accessioned2019-09-17T19:04:37Z
dc.date.available2019-09-17T19:04:37Z
dc.date.issued1974-06
dc.descriptionIncludes bibliographical references.
dc.description.abstractThis thesis describes a study of lateral bracing systems in moderately sized steel frames. The objective of the study is to investigate the performance and economy of nine different bracing systems in a specified plane frame. An automated design program, which is described in two appendices, is used to size the members in the frames. The results show the relative economy and performance of the various bracing systems. Results concerning stiffening of frames to reduce wind drift, portal and cantilever approximate analysis methods and bracing performance during gravity loading are also presented and discussed.
dc.format.mediumtechnical reports
dc.identifier.urihttps://hdl.handle.net/10217/198037
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991012263859703361
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 73/74-48
dc.relation.ispartofStructural research report, no. 11
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subjectBuilding, Iron and steel
dc.subjectStrength of materials
dc.titleLateral bracing systems in high rise steel frames
dc.typeText
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