Structures with Semi-Rigid Bolted Connections

by Paul Dicorso, SUNY/Buffalo, United States,
William Harper, SUNY/Buffalo, United States,
Andrei Reinhorn, SUNY/Buffalo, United States,
John Dickerson, SUNY/Buffalo, United States,



Document Type: Proceeding Paper

Part of: Steel Structures

Abstract: Modern methods of aseismic protection encourage use of connections capable to dissipate energy with little or no deformations. The present paper is a summary of studies of semi-rigid bolted connections integrated in structural frames, which can protect the structure in case of a seismic event and can be replaced if damaged during the event. The emphasis of this study is on a comprehensive experimental verification of structures using monotonic loadings and shaking table motion, and on the analytical modeling of connections.

Subject Headings: Bolted connections | Structural analysis | Steel structures | Energy dissipation | Case studies | Model analysis | Mathematical models

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