Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/67999
Title: New set of buckling parameters for monosymmetric beam-columns/tie-beams
Authors: Wang, C.M. 
Kitipornchai, S.
Issue Date: Nov-1988
Source: Wang, C.M.,Kitipornchai, S. (1988-11). New set of buckling parameters for monosymmetric beam-columns/tie-beams. Research Report Series - University of Queensland, Department of Civil Engineering (CE94) : -. ScholarBank@NUS Repository.
Abstract: The paper concerns the elastic out-of-plane buckling of monosymmetric beam-columns/tie-beams under uniform moment or eccentric axial loads. A new set of parameters is introduced to describe the buckling behaviour of such members. These easily calculated parameters can represent any general monosymmetric I-section and enable the designers to visualise the form of the cross section. The exact buckling solution, normally presented in a complicated transcendental form, can now be expressed explicitly and compactly using these parameters.
Source Title: Research Report Series - University of Queensland, Department of Civil Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/67999
ISSN: 01591185
Appears in Collections:Staff Publications

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