Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)

ABSTRACT Corbel structure is widely used to support beam in delatation and also to support crane structure. The partial failure is almost occurs on service time, that remark by crack like in corbel structure on diploma program of civil engineering UGM's building. Non linear analysis that widely...

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Main Author:	Perpustakaan UGM, i-lib
Format:	Article NonPeerReviewed
Published:	[Yogyakarta] : Unit Informasi Inovasi Proses Pembelajaran(UI2P2) UGM 2005
Subjects:	Jurnal i-lib UGM
Online Access:	https://repository.ugm.ac.id/26730/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=9771
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Institution:	Universitas Gadjah Mada

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spelling	id-ugm-repo.267302014-06-18T00:27:18Z https://repository.ugm.ac.id/26730/ Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM) Perpustakaan UGM, i-lib Jurnal i-lib UGM ABSTRACT Corbel structure is widely used to support beam in delatation and also to support crane structure. The partial failure is almost occurs on service time, that remark by crack like in corbel structure on diploma program of civil engineering UGM's building. Non linear analysis that widely used to investigate structural damage is used in this research. Research is done with the numerical finite element method implemented in A TENA program and by field experiment with hammer test tool. Structural modeling for numerical calculation is done by varying the dimension and supporting plate, and findin~ the crack pattern that mat~h with one on that delatation. . . .. . Partial fallure occurs on concrete IS caused by shear force whIch relatIvely hIgh "'tensIty caused by stress concentration due to not properly placed and small size of angle profile and in addition to not perfectly concrete casting that makes void on the concrete. This phenomenon can be seen from crack pattern that match by model with small bearing plate on A TENA program. From measurement by hammer test the front side of corbel has smallest compressive strength 15.9 MPa where crack occur, whereas the strongest area is at the bottom of the corbel of33.2 MPa. Keywords:perilaku non linear, struktur konsol pendek [Yogyakarta] : Unit Informasi Inovasi Proses Pembelajaran(UI2P2) UGM 2005 Article NonPeerReviewed Perpustakaan UGM, i-lib (2005) Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM). Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=9771
institution	Universitas Gadjah Mada
building	UGM Library
country	Indonesia
collection	Repository Civitas UGM
topic	Jurnal i-lib UGM
spellingShingle	Jurnal i-lib UGM Perpustakaan UGM, i-lib Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)
description	ABSTRACT Corbel structure is widely used to support beam in delatation and also to support crane structure. The partial failure is almost occurs on service time, that remark by crack like in corbel structure on diploma program of civil engineering UGM's building. Non linear analysis that widely used to investigate structural damage is used in this research. Research is done with the numerical finite element method implemented in A TENA program and by field experiment with hammer test tool. Structural modeling for numerical calculation is done by varying the dimension and supporting plate, and findin~ the crack pattern that mat~h with one on that delatation. . . .. . Partial fallure occurs on concrete IS caused by shear force whIch relatIvely hIgh "'tensIty caused by stress concentration due to not properly placed and small size of angle profile and in addition to not perfectly concrete casting that makes void on the concrete. This phenomenon can be seen from crack pattern that match by model with small bearing plate on A TENA program. From measurement by hammer test the front side of corbel has smallest compressive strength 15.9 MPa where crack occur, whereas the strongest area is at the bottom of the corbel of33.2 MPa. Keywords:perilaku non linear, struktur konsol pendek
format	Article NonPeerReviewed
author	Perpustakaan UGM, i-lib
author_facet	Perpustakaan UGM, i-lib
author_sort	Perpustakaan UGM, i-lib
title	Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)
title_short	Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)
title_full	Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)
title_fullStr	Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)
title_full_unstemmed	Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)
title_sort	perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program diploma teknik sipil ugm)
publisher	[Yogyakarta] : Unit Informasi Inovasi Proses Pembelajaran(UI2P2) UGM
publishDate	2005
url	https://repository.ugm.ac.id/26730/ http://i-lib.ugm.ac.id/jurnal/download.php?dataId=9771
_version_	1681218827970412544

Perilaku non linier dan mekanisme keruntuhan struktur konsol pendek (studi kasus struktur konsol pendek delat asi gedung program Diploma Teknik Sipil UGM)

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