Show simple item record

contributor authorClive L. Dym
date accessioned2017-05-08T21:59:29Z
date available2017-05-08T21:59:29Z
date copyrightJuly 2011
date issued2011
identifier other%28asce%29st%2E1943-541x%2E0000436.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68301
description abstractThis note examines the linear response of thin, shallow curved beams to an axially-directed compressive load. The response is tracked with a rise parameter drawn from related work on linear arches through which it is shown that the curved beam behaves like an axially compressed bar for small values of the rise parameter, whereas it responds as a beam in bending for large values of the parameter. This is totally opposite to that of laterally-loaded arches.
publisherAmerican Society of Civil Engineers
titleEnd-Loaded Shallow Curved Beams
typeJournal Paper
journal volume137
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000396
treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record