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contributor authorTung‐Ming Wang
contributor authorTheodore F. Merrill
date accessioned2017-05-08T20:54:24Z
date available2017-05-08T20:54:24Z
date copyrightJanuary 1992
date issued1992
identifier other%28asce%290733-9445%281992%29118%3A1%28324%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31250
description abstractFormulas of fixed-end moments and thrusts for a curved member of constant section subjected to a uniformly distributed in-plane load are presented. Expressions are derived for noncircular curved beams of cycloidal, catenary elliptic, and sine shapes. For curved beams of circular and parabolic shapes, expressions can be found from the works of Parcel and Moorman, and Leontovich. Given a curved beam with the known beam-height-to-span ratio and loading, the fixed-end moments and thrusts can be obtained from the derived expressions. Finally, with some modifications, the present investigation can be applied to curved beams of variable moment of inertia.
publisherAmerican Society of Civil Engineers
titleFixed‐End Moments and Thrusts of Planar Curved Beams
typeJournal Paper
journal volume118
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1992)118:1(324)
treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 001
contenttypeFulltext


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