Research Article
Feb 1969
Dynamic Response of Frames with Nonrigid Connections
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 95, Issue 1
Abstract
A computer oriented method is described for determining the dynamic response of rectangular plane frames with nonrigid beam-to-column connections. The dynamic loads may be either lateral forces applied directly to the frame or inertia forces due to lateral acceleration of the ground. The moment-rotation relationships for the nonrigid connections are assumed to be bilinear, and the effects of elasto-plastic behavior in the columns, finite joint sizes, and initial vertical loads are included in the analysis. The results of analyses of a 10-story frame show that both lateral displacements and member end-actions are influenced to a large extent by the stifnesses of the connections.
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Published In
Journal of the Engineering Mechanics Division
Volume 95 • Issue 1 • February 1969
Pages: 95 - 114
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Feb 1969
Published online: Feb 3, 2021
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Authors
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Steve R. Lionberger, AM.ASCE
Asst. Projt. Engr., Pratt and Whitney Aircraft, East Hartford, Conn.
William Weaver Jr., M.ASCE
Assoc. Prof., Dept. of Clv. Engrg., Stanford Univ., Stanford, Calif.
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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.