Large displacement theory of thin-walled curved members and its application to lateral-torsional buckling analysis of circular arches | |
| Author | Koh, Soy Yeo |
| Call Number | AIT Thesis no. 1327 |
| Subject(s) | Structures, Theory of Buckling (Mechanics) Arches |
| Note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand |
| Publisher | Asian Institute of Technology |
| Abstract | 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. |
| Year | 1978 |
| Type | Thesis |
| School | Student Research Before 1979 |
| Department | Other Field of Studies (No Department) |
| Academic Program/FoS | Thesis (Year <=1979) |
| Chairperson(s) | Usami, Tsutomu |
| Examination Committee(s) | Pama, Ricardo P. ; Pichai Nimityongskul |
| Scholarship Donor(s) | Royal Dutch Government |
| Degree | Thesis (M.Eng.) - Asian Institute of Technology, 1978 |