Program Eksperimental Perilaku Siklik Pilar Persegi Berongga Jembatan dengan Beton Berkekuatan Ultra Tinggi

Program Eksperimental Perilaku Siklik Pilar Persegi Berongga Jembatan dengan Beton Berkekuatan Ultra Tinggi

This paper discusses the hysteretic behavior of Hollow Rectangular Section Piers (HRSP) by applying Ultra High Strength Concrete (UHSC) material. The experimental program conducted in two models of HRSP-UHSC specimens were loaded by combination of a constant axial compression force and quasi static...

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Bibliographic Details
Main Authors: Mohammad Junaedy Rahman, Bambang Budiono, Awal Surono, Ivindra Pane
Format: Article
Language:English
Published: Institut Teknologi Bandung 2015-08-01
Series:Jurnal Teknik Sipil
Subjects:
HRSP-UHSC
Hysteretic behavior
Displacement ductility
Strength degradation
Online Access:http://journals.itb.ac.id/index.php/jts/article/view/2900/1484

Internet

http://journals.itb.ac.id/index.php/jts/article/view/2900/1484

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