CYCLIC BEHAVIORS OF HIGH-STRENGTH RC SQUAT WALLS WITH ASPECT RATIO OF 1.0 AND 1.5

Wibowo, Leonardus Setia Budi and Cheng, Min Yuan (2017) CYCLIC BEHAVIORS OF HIGH-STRENGTH RC SQUAT WALLS WITH ASPECT RATIO OF 1.0 AND 1.5. First International Forum of Advanced Engineering Technology (IFAET) 2017. (Unpublished)

	Text (ARTICLE) 8.FULL-CYCLIC BEHAVIORS OF HIGH-STRENGTH RC SQUAT WALLS WITH ASPECT RATIO OF 1.0 AND 1.5.pdf Download (2MB)
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	Text (SIMILARITY) TURNITIN - CYCLIC BEHAVIORS OF HIGH-STRENGTH RC SQUAT WALLS WITH ASPECT RATIO OF 1.0 AND 1.5.pdf Download (2MB)

Abstract

This paper evaluates cyclic behaviors of RC squat wall specimens using conventional- and high-strength materials. A total of 4 specimens were tested under lateral displacement reversals. Test parameters include specimen aspect ratio (hw⁄ℓ௪), steel grade, and concrete strength. With equivalent steel area force, i.e. total steel area times the steel yield stress, test results indicate specimens using high-strength steel exhibited comparable strength and deformation capacity as specimens using conventional-strength materials. Specimen drift capacity decreases as the normalized shear demand increases. The use of high-strength concrete reduces normalized shear stress demand and results in larger specimen deformation capacity.

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