Research Article
Dec 1969

Moment-Resistant Connections in Precast Concrete

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Publication: Journal of the Structural Division
Volume 95, Issue 12

Abstract

Tests are performed on two commercially available column-to-base connection arrangements. The structural characteristics of both systems are presented in the form of moment-rotation curves. A method by which these connections can be used in a practical design problem is proposed. One type of moment-resistant beam-to-column connection for precast concrete is developed and tested in the laboratory. The structural characteristics of three different sizes of prototypes using the same arrangement are presented in the form of moment-rotation curves. The applicability to design of these connections is outlined through a brief theoretical study.

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Journal of the Structural Division
Volume 95Issue 12December 1969
Pages: 2723 - 2742

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Published in print: Dec 1969
Published online: Feb 1, 2021

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Emile Langlois
Structural Engr., Janin Construction Ltd., Montreal, Canada, Formerly Grad. Student, Dept. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Canada
Joseph Nemec Jr., AM.ASCE
Asst. Prof., Dept. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Canada

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