PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL
The objective of this research was to investigate capacity of plaster-wall. A series of test was conducted on three kinds of plaster-wall, namely without bracing (DP-TB), with bamboo bracing (DP-BB), and steel wire mesh bracing (DP-BK). Method used was static load (monotonic) to determine relationsh...
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| Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2013
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| _version_ | 1797033149601939456 |
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| author | , VECTOR REIHARD REDOLF HUTUBESSY , Prof. Ir. Hrc. Prysulistio, MSc, Ph.D |
| author_facet | , VECTOR REIHARD REDOLF HUTUBESSY , Prof. Ir. Hrc. Prysulistio, MSc, Ph.D |
| author_sort | , VECTOR REIHARD REDOLF HUTUBESSY |
| collection | UGM |
| description | The objective of this research was to investigate capacity of plaster-wall. A series of test was conducted on three
kinds of plaster-wall, namely without bracing (DP-TB), with bamboo bracing (DP-BB), and steel wire mesh
bracing (DP-BK). Method used was static load (monotonic) to determine relationships between lateral load and
deflection of plaster wall. The monotonic test was applied until the load decreased to 20% of peak load. The results
showed that wall DP-BK have higher peak load, energy dissipation and ductility than DP-BB. Elastic stiffness of
wall DP-BB was 1.27 times higher than DP-BK. The ultimate load resulted from the experiment for DP-BB and
DP-BK make 25.52 kN and 26.37 kN, respectively, or twice larger than the flexural failure analysis result based on
Subedi (1991) method, which was 14.39 kN. |
| first_indexed | 2024-03-13T22:49:42Z |
| format | Thesis |
| id | oai:generic.eprints.org:119435 |
| institution | Universiti Gadjah Mada |
| last_indexed | 2024-03-13T22:49:42Z |
| publishDate | 2013 |
| publisher | [Yogyakarta] : Universitas Gadjah Mada |
| record_format | dspace |
| spelling | oai:generic.eprints.org:1194352016-03-04T08:44:10Z https://repository.ugm.ac.id/119435/ PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL , VECTOR REIHARD REDOLF HUTUBESSY , Prof. Ir. Hrc. Prysulistio, MSc, Ph.D ETD The objective of this research was to investigate capacity of plaster-wall. A series of test was conducted on three kinds of plaster-wall, namely without bracing (DP-TB), with bamboo bracing (DP-BB), and steel wire mesh bracing (DP-BK). Method used was static load (monotonic) to determine relationships between lateral load and deflection of plaster wall. The monotonic test was applied until the load decreased to 20% of peak load. The results showed that wall DP-BK have higher peak load, energy dissipation and ductility than DP-BB. Elastic stiffness of wall DP-BB was 1.27 times higher than DP-BK. The ultimate load resulted from the experiment for DP-BB and DP-BK make 25.52 kN and 26.37 kN, respectively, or twice larger than the flexural failure analysis result based on Subedi (1991) method, which was 14.39 kN. [Yogyakarta] : Universitas Gadjah Mada 2013 Thesis NonPeerReviewed , VECTOR REIHARD REDOLF HUTUBESSY and , Prof. Ir. Hrc. Prysulistio, MSc, Ph.D (2013) PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=59437 |
| spellingShingle | ETD , VECTOR REIHARD REDOLF HUTUBESSY , Prof. Ir. Hrc. Prysulistio, MSc, Ph.D PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL |
| title | PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL |
| title_full | PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL |
| title_fullStr | PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL |
| title_full_unstemmed | PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL |
| title_short | PERILAKU DINDING KOMPOSIT ANYAMAN BAMBU-MORTAR TERHADAP BEBAN LATERAL |
| title_sort | perilaku dinding komposit anyaman bambu mortar terhadap beban lateral |
| topic | ETD |
| work_keys_str_mv | AT vectorreihardredolfhutubessy perilakudindingkompositanyamanbambumortarterhadapbebanlateral AT profirhrcprysulistiomscphd perilakudindingkompositanyamanbambumortarterhadapbebanlateral |