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|Title:||New set of buckling parameters for monosymmetric beam-columns/tie-beams|
|Authors:||Wang, C.M. |
|Citation:||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|
|Appears in Collections:||Staff Publications|
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