KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK

KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK

The thesis deals with an experimental research on the behavior of external beam-column joint of a precast system with respect to quasi-static cyclic loading. The experimental research consist of some test of two specimens with different reinforcements, on compressive strength of concrete and tensil...

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Main Author: Ariyanti, Riza
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/3057
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:3057
spelling id-itb.:30572005-03-09T09:24:59ZKAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK Ariyanti, Riza Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/3057 The thesis deals with an experimental research on the behavior of external beam-column joint of a precast system with respect to quasi-static cyclic loading. The experimental research consist of some test of two specimens with different reinforcements, on compressive strength of concrete and tensile strength of reinforced steels. In the two specimen types, wet joint (cast- in-situ) method is used The result of hysteresis load-displacement curve, ductility, strength and stiffness degradation, moment-curvature, energy dissipation, crack pattern and propagation obtained from experimental work, were analyzed. Crack patterns show that the collapse of the unit is due to flexural action under ductile manner. The strong column - weak beam concept for beam-column joint design under seismic load is satisfied. This is shown by the experimental study in which that the column and joint behaved in elastic manner while plastic hinge developed in the beam at the vicinity of column face text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description The thesis deals with an experimental research on the behavior of external beam-column joint of a precast system with respect to quasi-static cyclic loading. The experimental research consist of some test of two specimens with different reinforcements, on compressive strength of concrete and tensile strength of reinforced steels. In the two specimen types, wet joint (cast- in-situ) method is used The result of hysteresis load-displacement curve, ductility, strength and stiffness degradation, moment-curvature, energy dissipation, crack pattern and propagation obtained from experimental work, were analyzed. Crack patterns show that the collapse of the unit is due to flexural action under ductile manner. The strong column - weak beam concept for beam-column joint design under seismic load is satisfied. This is shown by the experimental study in which that the column and joint behaved in elastic manner while plastic hinge developed in the beam at the vicinity of column face
format Theses
author Ariyanti, Riza
spellingShingle Ariyanti, Riza
KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK
author_facet Ariyanti, Riza
author_sort Ariyanti, Riza
title KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK
title_short KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK
title_full KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK
title_fullStr KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK
title_full_unstemmed KAJIAN EKSPERIMENTAL JOINT BALOK-KOLOM EKSTERIOR PRACETAK DENGAN SAMBUNGAN BASAH DI BAWAH BEGAN SIKLIK
title_sort kajian eksperimental joint balok-kolom eksterior pracetak dengan sambungan basah di bawah began siklik
url https://digilib.itb.ac.id/gdl/view/3057
_version_ 1820663332459249664

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