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New set of buckling parameters for monosymmetric beam-columns / tie-beams / by C.M. Wang and S. Kitipornchai.

By:

Wang, C.M

Contributor(s):

Material type: Text

Text

TextSeries: Research report (University of Queensland. Dept. of Civil Engineering) ; no. CE94.Publication details: St. Lucia, Qld. : Department of Civil Engineering, University of Queensland, 1988.Description: 29 pISBN:

0867763116

Subject(s):

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Holdings ( 1 )
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Holdings
Item type	Current library	Collection	Call number	Status	Date due	Barcode
Vertical File	Matheson Library Vertical File	Vertical Files	624 R432 (Browse shelf(Opens below))	Available		070455

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Previous	624 R432 Boundary shear stress measurement in open channels /	624 R432 Nonlinear analysis of thin-walled structures using one element per member /	624 R432 An experimental investigation of anchor bolts under shear /	624 R432 New set of buckling parameters for monosymmetric beam-columns / tie-beams /	624 R432 Wheel loads from highway bridge strains : field studies /	624 R432 Wheel loads from highway bridge strains : field studies /	624 R432 Simple vehicle model for highway bridge impact /	Next

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