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 (Unpublished)

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8.FULL-CYCLIC BEHAVIORS OF HIGH-STRENGTH RC SQUAT WALLS WITH ASPECT RATIO OF 1.0 AND 1.5.pdf

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PEER REVIEW2 - CYCLIC BEHAVIORS OF HIGH-STRENGTH RC SQUAT WALLS WITH ASPECT RATIO OF 1.0 AND 1.5.pdf

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

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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.

Item Type: Article
Uncontrolled Keywords: strength; deformation; squat wall; high-strength
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: PROSIDING & Call for Papers > Call For Papers
Depositing User: HROD HROD
Date Deposited: 21 Mar 2019 04:48
Last Modified: 19 Nov 2019 03:02
URI: http://repository.widyakartika.ac.id/id/eprint/754

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