TECHNICAL NOTES
Dec 1, 1988
Deformation Behavior of Pinned Connections with Large Pin Clearance
Publication: Journal of Structural Engineering
Volume 114, Issue 12
Abstract
Increased local deformation of pin plates with large pin-to-hole clearances is discussed. Test data are used to develop a curve quantifying this increase. A simple design approach is suggested by which existing code allowable stresses can be adjusted to account for the increased deformation problem.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
American Institute of Steel Construction (1978). Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings, 8th ed., American Institute of Steel Construction, Chicago, Ill.
2.
Duerr, D., and Pincus, G. (1985). “Experimental investigation of pin plates.” Research Report No. UHCE 85‐3, Dept. of Civ. Engrg., Univ. of Houston, Tex.
3.
Duerr, D., and Pincus, G. (1986). “Pin clearance effect on pinned connection strength.” J. Struct. Engrg., ASCE, 112(7), 1731–1736.
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: Dec 1, 1988
Published in print: Dec 1988
Permissions
Request permissions for this article.
Authors
Affiliations
David Buerr, Member, ASCE
Pres., 2DM Associates, Inc., Consulting Engineers, 5757 Woodway, Suite 220, Houston, TX 77057
George Pincsis, Fellow, ASCE
Dean of Engrg., Newark Coll. of Engrg., New Jersey Inst. of Tech., Newark, NJ 07102
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
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.