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008			250398 th eng
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099		9	_aAIT Thesis no. 1327
100	1		_aKoh, Soy Yeo
245	1	0	_aLarge displacement theory of thin-walled curved members and its application to lateral-torsional buckling analysis of circular arches
260			_aBangkok : _bAsian Institute of Technology, _c1978
300			_a55 p.
490	1		_aThesis ; _vno. 1327
500			_aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502			_aThesis (M.Eng.) - Asian Institute of Technology, 1978
520			_aThe 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.
650		0	_aStructures, Theory of
650		0	_aBuckling (Mechanics)
650		0	_aArches
700	1		_aUsami, Tsutomu, _eChairperson
700	1		_aPama, Ricardo P., _eExamination Committee
700	0		_aPichai Nimityongskul, _eExamination Committee
710	2		_aRoyal Dutch Government, _eScholarship Donor
810	2		_aAsian Institute of Technology. _tThesis ; _vno. 1327
856			_3Full-Text _uhttp://203.159.5.9/ait-thesis/detail.php?q=B22924
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