Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections

Cyclic behavior of non-seismically designed interior reinforced concrete beam-column connections

This paper presents a test of non-seismically detailed reinforced concrete beam-column connections under reversedcyclic load. The tested specimens represented those of the actual mid-rise reinforced concrete frame buildings, designedaccording to the non-seismic provisions of the ACI building code. T...

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Bibliographic Details
Main Authors:	Amorn Pimanmas, Teeraphot Supaviriyakit2
Format:	Article
Language:	English
Published:	Prince of Songkla University 2008-05-01
Series:	Songklanakarin Journal of Science and Technology (SJST)
Subjects:	substandard beam-column joint reversed cyclic load joint shear failure bond deterioration column tributary area
Online Access:	http://rdo.psu.ac.th/sjst/ejournal/journal/30-3/0125-3395-30-3-323-332.pdf

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