TINJAUAN DAKTILITAS LENTUR DINDING BATA MERAH DENGAN STRAPPING BAND ARAH RETAK VERTIKAL (Studi Kasus: Dinding Plesteran 1 cm dengan Beban Siklik Quasistatik)
| Main Authors: | , FREDERICA NEO, , Dr. -Ing. Ir. Andreas Triwiyono, |
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| Format: | Thesis NonPeerReviewed |
| Terbitan: |
[Yogyakarta] : Universitas Gadjah Mada
, 2014
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| Subjects: | |
| 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 |
Daftar Isi:
- 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 wouldn�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