TECHNICAL PAPERS
Apr 1, 1996
Seismic Behavior of Older Steel Structures
Authors: Charles W. Roeder, Member, ASCE, Brett Knechtel, Eric Thomas, Associate Member, ASCE, Anne Vaneaton, Associate Member, ASCE,, Roberto T. Leon, Member, ASCE, and F. Robert Preece, Member, ASCEAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 122, Issue 4
Abstract
Riveted steel connections were used throughout most of the United States for many years. The connections were commonly encased in massive but lightly reinforced concrete for fire protection. These older structures were designed with little or no consideration of seismic behavior, and today these buildings sometimes require seismic rehabilitation and retrofit, but little information regarding this behavior is available. The present paper provides information regarding the seismic performance of these older steel structures. An experimental study which evaluates the seismic behavior of subassemblages with T-stub and clip angle connections is described in detail. The results are analyzed. The strength, stiffness and ductility of the connections are shown to be related to the properties of the steel and the concrete, the mode of failure of the connection, and the concrete encasement. The hysteretic behavior, energy dissipation and deformation capacity of the connections are shown. Approximate models for predicting the strength, stiffness, and deformation limits are presented as practical implications of the research.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Apr 1, 1996
Published in print: Apr 1996
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Charles W. Roeder, Member, ASCE
Prof. of Civ. Engrg., Dept. of Civ Engrg., Univ. of Washington, Seattle, WA 98195.
Brett Knechtel
Former Res. Asst., Univ. of Washington, Struct. Engr., ABKJ, Seattle WA.
Eric Thomas, Associate Member, ASCE
Former Res. Asst., Univ. of Washington, Struct. Engr., KPFF, Portland, OR.
Anne Vaneaton, Associate Member, ASCE,
Former Res. Asst., Univ. of Washington, Struct. Engr., KPFF, Portland, OR.
Roberto T. Leon, Member, ASCE
Former Prof. of Civ. Engrg., Univ. of Minnesota, Minneapolis, MN, Prof. of Civ. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332.
F. Robert Preece, Member, ASCE
Pres., Preece Goudie and Assoc., San Francisco, CA 94104.
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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.