SHEAR LAG EFFECT IN RESPONSE OF BOX BRIDGES
Abstract eng: The paper describes the application of technical theory of thin-walled box structures for the assessment of shear lag effects in thin-walled box bridges subjected to dynamic loads. The approach takes into account multiple functions in assessment of slender box bridges constructed of thin-walled members. Theoretical and numerical assessments of the problem are presented.
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Brno
Conference Title:
Conference Title:
Engineering Mechanics 2011
Conference Venue:
Svratka (CZ)
Conference Dates:
2011-05-09 / 2011-05-12
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-10-24, last modified 2014-11-18
guest ::
