Research Article
May 1979
Force Limiting Devices in Space Trusses
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VIEW THE REPLYAuthors: Lewis C. Schmidt, M.ASCE, and Ariel HanaorAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 5
Abstract
The notion of a force-limiting device that has the characteristic of ideal elastic-plastic behavior is introduced and applied to the compressive chords of a two-layer parallel-chord space truss. Examples are used to illustrate the usefulness of force-limiting devices in providing a desirable overall truss load-deflection characteristic. The results illustrate the variation of load capacity of the trusses depending on the load level chosen for the force-limiting device. An analysis is given of the problem of scatter of pin-ended column peak loads, the scatter of forces in these trusses from the theoretical values, and the possible scatter in load capacities of force-limiting devices. The end result is that the brittle-type characteristic that is usually associated with strut buckling in trusses is replaced by the elastic-plastic characteristic of the member force-limiting device, with a consequent beneficial effect on overall truss behavior in the inelastic range.
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Published In
Journal of the Structural Division
Volume 105 • Issue 5 • May 1979
Pages: 939 - 951
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: May 1979
Published online: Feb 1, 2021
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Lewis C. Schmidt, M.ASCE
Reader; Dept. of Civ. Engrg., Univ. of Melbourne, Parkville, Victoria, Australia
Ariel Hanaor
Research Student; Dept. of Civ. Engrg., Univ. of Melbourne, Parkville, Victoria, Australia
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