Brief Report
Dec 1978
Space Truss Design in Inelastic Range
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 12
Abstract
The purpose of the present work is to show the correlation between simple nonlinear theoretical analysis and two experimental results derived from ultimate load truss tests. From this comparison a more straightforward design procedure for this type of truss is suggested.
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Information
Published In
Journal of the Structural Division
Volume 104 • Issue 12 • December 1978
Pages: 1915 - 1919
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Dec 1978
Published online: Feb 1, 2021
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Authors
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Lewis C. Schmidt, M.ASCE
Reader, Dept. of Civ. Engrg., Univ. of Melbourne, Parkville, Victoria, Australia
Peter R. Morgan
Research Student, Dept. of Civ. Engrg., Univ. of Bristol, Bristol, England
John A. Clarkson
Sr. Leet., Dept. of Civ. Engrg., Univ. of Melbourne, Parkville, Victoria, Australia
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Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.