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contributor authorHarvey L. Coffman
contributor authorM. Lee Marsh
contributor authorColin B. Brown
date accessioned2017-05-08T20:55:07Z
date available2017-05-08T20:55:07Z
date copyrightMay 1993
date issued1993
identifier other%28asce%290733-9445%281993%29119%3A5%281643%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31710
description abstractThe seismic performances of four (three retrofitted and one control) half‐scale, circular, reinforced‐concrete columns were studied. The columns were 10‐ft high, 18‐in. diameter cantilevers. The longitudinal flexural steel was spliced to the foundation dowels just above the fixed base. A concentric axial load of 0.20
publisherAmerican Society of Civil Engineers
titleSeismic Durability of Retrofitted Reinforced‐Concrete Columns
typeJournal Paper
journal volume119
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1993)119:5(1643)
treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 005
contenttypeFulltext


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