AI SearchLarge displacement theory of thin-walled curved members and its application to lateral-torsional buckling analysis of circular arches
Call Number: AIT Thesis no. 1327 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. 1327Publication details: Bangkok : Asian Institute of Technology, 1978Description: 55 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1978 Summary: The purpose of this study is to establish a one dimensional large displacement theory for curved members with thin-walled open sections. Consequently, this theory is applied in the analysis of lateral-torsional buckling of circular arches. Typical numerical example is shown herein to illustrate how the ratio of different types of rigidities in the non dimensional form affects the buckling loads.
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A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
Thesis (M.Eng.) - Asian Institute of Technology, 1978
The purpose of this study is to establish a one dimensional large displacement theory for curved members with thin-walled open sections. Consequently, this theory is applied in the analysis of lateral-torsional buckling of circular arches. Typical numerical example is shown herein to illustrate how the ratio of different types of rigidities in the non dimensional form affects the buckling loads.
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