TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)

Brick masonry wall is usually used as chamber partition in Indonesia. As Indonesia is in earthquake-prone area, those brick masonry walls need to be strengthened so that it wouldnâ��t harm livings. One of the applicable, easy to be found and cheap wall strengthening method is by using strapping-band...

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Main Authors:	, FREDERICA NEO, , Dr. -Ing. Ir. Andreas Triwiyono
Format:	Theses and Dissertations NonPeerReviewed
Published:	[Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:	ETD
Online Access:	https://repository.ugm.ac.id/131514/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=72010
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Institution:	Universitas Gadjah Mada

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spelling	id-ugm-repo.1315142016-03-04T07:56:21Z https://repository.ugm.ac.id/131514/ TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik) , FREDERICA NEO , Dr. -Ing. Ir. Andreas Triwiyono, ETD Brick masonry wall is usually used as chamber partition in Indonesia. As Indonesia is in earthquake-prone area, those brick masonry walls need to be strengthened so that it wouldnâ��t harm livings. One of the applicable, easy to be found and cheap wall strengthening method is by using strapping-band meshes. This research is expected to support previous strapping band researches, with a better approach to earthquake load by applying cyclic quasistatic flexural load in out-of plane direction of walls. Wall specimens were made in 4 variations: without strapping, with strapping interval of 20 cm, 15 cm and 10 cm. Every wall was given strapping band mesh and 1 cm plastering at both sides, with cement-sand ratio of 1 : 6. Reversed cyclic load was applied to all of the walls in 12 cycles to reach mid-span deflection of: 0,13 mm [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , FREDERICA NEO and , Dr. -Ing. Ir. Andreas Triwiyono, (2014) TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik). UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=72010
institution	Universitas Gadjah Mada
building	UGM Library
country	Indonesia
collection	Repository Civitas UGM
topic	ETD
spellingShingle	ETD , FREDERICA NEO , Dr. -Ing. Ir. Andreas Triwiyono, TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
description	Brick masonry wall is usually used as chamber partition in Indonesia. As Indonesia is in earthquake-prone area, those brick masonry walls need to be strengthened so that it wouldnâ��t harm livings. One of the applicable, easy to be found and cheap wall strengthening method is by using strapping-band meshes. This research is expected to support previous strapping band researches, with a better approach to earthquake load by applying cyclic quasistatic flexural load in out-of plane direction of walls. Wall specimens were made in 4 variations: without strapping, with strapping interval of 20 cm, 15 cm and 10 cm. Every wall was given strapping band mesh and 1 cm plastering at both sides, with cement-sand ratio of 1 : 6. Reversed cyclic load was applied to all of the walls in 12 cycles to reach mid-span deflection of: 0,13 mm
format	Theses and Dissertations NonPeerReviewed
author	, FREDERICA NEO , Dr. -Ing. Ir. Andreas Triwiyono,
author_facet	, FREDERICA NEO , Dr. -Ing. Ir. Andreas Triwiyono,
author_sort	, FREDERICA NEO
title	TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
title_short	TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
title_full	TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
title_fullStr	TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
title_full_unstemmed	TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
title_sort	tinjauan daktilitas lentur dinding bata merah dengan strapping band arah retak vertikal (studi kasus: dinding plesteran 1 cm dengan beban siklik quasistatik)
publisher	[Yogyakarta] : Universitas Gadjah Mada
publishDate	2014
url	https://repository.ugm.ac.id/131514/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=72010
_version_	1681233338168246272

TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)

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