Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas
ABSTRACT Earthquake can damage the columns. Inadequate spirally reinfoicement to confine the concrete core at the circular column can cause shear failure. The former research has shown that the column which repaired with spirally reinforcement cart increase shear strength. In this research, the orig...
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| Format: | Article |
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[Yogyakarta] : Universitas Gadjah Mada
2002
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| _version_ | 1797018891046617088 |
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| author | Perpustakaan UGM, i-lib |
| author_facet | Perpustakaan UGM, i-lib |
| author_sort | Perpustakaan UGM, i-lib |
| collection | UGM |
| description | ABSTRACT
Earthquake can damage the columns. Inadequate spirally reinfoicement to confine the concrete core at the circular column can cause shear failure. The former research has shown that the column which repaired with spirally reinforcement cart increase shear strength. In this research, the original column was repaired with variety diameter and spacing of spirally reinforcement and also with steel jacketting as shear reinforcement, to know the effect on the increase of shear capacity and ductility.
In this research 5 (five) original columns with 250 mm diameter and 950 mm high, with 6016 longitudinal reinforcement and 04,6-200 spirally reinforcement were tested. These columns were loaded with constant axial load of 0,18 fc' Ag (±22,50 ton) and increasing cyclic lateral load until the shear failure. Four of the five original columns were repaired with concrete jacketting with addition of 8016 longitudinal reinforcement and variety spirally reinforcement of 0 5.4 - 28 |
| first_indexed | 2024-03-05T23:04:19Z |
| format | Article |
| id | oai:generic.eprints.org:23615 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T18:51:16Z |
| publishDate | 2002 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:236152014-06-18T00:31:58Z https://repository.ugm.ac.id/23615/ Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas Perpustakaan UGM, i-lib Jurnal i-lib UGM ABSTRACT Earthquake can damage the columns. Inadequate spirally reinfoicement to confine the concrete core at the circular column can cause shear failure. The former research has shown that the column which repaired with spirally reinforcement cart increase shear strength. In this research, the original column was repaired with variety diameter and spacing of spirally reinforcement and also with steel jacketting as shear reinforcement, to know the effect on the increase of shear capacity and ductility. In this research 5 (five) original columns with 250 mm diameter and 950 mm high, with 6016 longitudinal reinforcement and 04,6-200 spirally reinforcement were tested. These columns were loaded with constant axial load of 0,18 fc' Ag (±22,50 ton) and increasing cyclic lateral load until the shear failure. Four of the five original columns were repaired with concrete jacketting with addition of 8016 longitudinal reinforcement and variety spirally reinforcement of 0 5.4 - 28 [Yogyakarta] : Universitas Gadjah Mada 2002 Article NonPeerReviewed Perpustakaan UGM, i-lib (2002) Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas. Jurnal i-lib UGM. http://i-lib.ugm.ac.id/jurnal/download.php?dataId=6568 |
| spellingShingle | Jurnal i-lib UGM Perpustakaan UGM, i-lib Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas |
| title | Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas |
| title_full | Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas |
| title_fullStr | Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas |
| title_full_unstemmed | Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas |
| title_short | Pengaruh Tulangan Spiral Untuk Perbaikan Kolom Beton Berpenampang Bulat Pada Kekuatan Geser Dan Daktilitas |
| title_sort | pengaruh tulangan spiral untuk perbaikan kolom beton berpenampang bulat pada kekuatan geser dan daktilitas |
| topic | Jurnal i-lib UGM |
| work_keys_str_mv | AT perpustakaanugmilib pengaruhtulanganspiraluntukperbaikankolombetonberpenampangbulatpadakekuatangeserdandaktilitas |