Koh, Soy Yeo <br/><br/>
Large displacement theory of thin-walled curved members and its application to lateral-torsional buckling analysis of circular arches 

 - Bangkok :  Asian Institute of Technology,  1978 
 - 55 p. 
 - Thesis ;  no. 1327 .
 - Asian Institute of Technology.  Thesis ;  no. 1327 .
<br/><br/> A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand 
<br/><br/>Thesis (M.Eng.) - Asian Institute of Technology, 1978 
<br/><br/> 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. 
<br/><br/><label>Subjects--Topical Terms: </label><br/>Structures, Theory of<br/>Buckling (Mechanics)<br/>Arches