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"Effect of Aspect Ratio, Flanges, and Material Strength on Squat Reinforced Concrete Shear Walls"

"Effect of Aspect Ratio, Flanges, and Material Strength on Squat Reinforced Concrete Shear Walls"

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_osti_scitechconnect_1801209

"Effect of Aspect Ratio, Flanges, and Material Strength on Squat Reinforced Concrete Shear Walls"

About this item

Full title

"Effect of Aspect Ratio, Flanges, and Material Strength on Squat Reinforced Concrete Shear Walls"

Publisher

Farmington Hills: American Concrete Institute

Journal title

ACI structural journal, 2020-09, Vol.117 (5), p.283-300

Language

English

Formats

Publication information

Publisher

Farmington Hills: American Concrete Institute

More information

Scope and Contents

Contents

This paper investigates the effect of moment-to-shear ratio and flanges on the behavior of squat reinforced concrete (RC) shear walls with high-strength materials. Pseudo-static, reversed-cyclic lateral load behavior of three squat walls--two rectangular walls with uniform thickness and different moment-to-shear ratios, and one I-shaped wall--are c...

Alternative Titles

Full title

"Effect of Aspect Ratio, Flanges, and Material Strength on Squat Reinforced Concrete Shear Walls"

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_osti_scitechconnect_1801209

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_osti_scitechconnect_1801209

Other Identifiers

ISSN

0889-3241

E-ISSN

0889-3241,1944-7361

DOI

10.14359/51725845

How to access this item