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Seismic Retrofit of Concrete-Masonry-Infilled...
Journal article

Seismic Retrofit of Concrete-Masonry-Infilled Steel Frames with Glass Fiber-Reinforced Polymer Laminates

Abstract

An experimental investigation was conducted to study the effect of retrofitting unreinforced concrete masonry-infilled steel frame structures using glass fiber-reinforced polymer (GFRP) laminates. The study focuses on enhancing the in-plane seismic behavior of unreinforced masonry (URM) infill walls when subjected to displacement controlled cyclic loading. Six full-scale single-story single-bay steel frames with different infill configurations …

Authors

El-Dakhakhni WW; Hamid AA; Elgaaly M

Journal

Journal of Structural Engineering, Vol. 130, No. 9, pp. 1343–1352

Publisher

American Society of Civil Engineers (ASCE)

Publication Date

9 2004

DOI

10.1061/(asce)0733-9445(2004)130:9(1343)

ISSN

0733-9445