Research Article
Dec 1960
Stress Analysis of Rigid Frame Bridges with Inclined Legs
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 86, Issue 12
Abstract
Methods of direct moment distribution applied to the rigid frame bridges with inclined legs are introduced in this paper. Formulas are derived for the anti-symmetric loading conditions. By using these formulas with the aid of the tables that are provided, a simplified method for influence line analysis is introduced.
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Published In
Journal of the Structural Division
Volume 86 • Issue 12 • December 1960
Pages: 1 - 22
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Dec 1960
Published online: Feb 1, 2021
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Authors
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Shih-yuan Cheng
Engr., Constr. Dept., Taiwan Highway Bureau, Taipei, Taiwan, China
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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.