PERBANDINGAN TINJAUAN DAKTILITAS PENUH DAN DAKTILITAS TERBATAS PADA PENULANGAN GESER DAN LENTUR STRUKTUR BALOK BETON BERTULANG (STUDI KASUS PADA GEDUNG DARMO TRADE CENTER SURABAYA)
| Main Author: | Ghufron, Achmad |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2006
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/11209/1/PERBANDINGAN_TINJAUAN_DAKTILITAS_PENUH_DANDAKTILITAS_TERBATASPADA_PENULANGAN_GESER_DAN_LENTURSTRUKTUR_BALOK_BETON_BERTULANG.pdf http://eprints.umm.ac.id/11209/ |
Daftar Isi:
- In planning a high-rise buildings in particular are at risk of earthquakes, then you should keep in mind the level of ductility. Due to a certain level of ductility of the structure is expected to deform repeatedly - again and back - back (due to earthquake load), without significant failure. To get the level of ductility as we planned, then after the reinforcement is determined, the next should be controlled ductility values From the analysis on the block 11-11 'pedestal region (400/700) with As = 5D36, As' = 2D36 and field with As = 5D36, As' = 2D36 obtained ductility values, means that the beam behaves as a limited ductility, as well on CD beam, beam also behaves as a 16-17 limited ductility. While the KL beam at the pedestal region (450/750) with As = 4D36, As '= 3D36 got value = 5.4727, means that the beam behaves as a full ductility, while in the field area with As = 6D36, As' = 2D36 obtained value = 2.934 means that the beam behaves as a limited ductility. From the results of adding reinforcement in the area hit (As') then the ductility tends to increase, but must remain beracuan that these structures in a state of under reinforced. Shear reinforcement in beams using reinforcement with a = 10, on CD and KL beams using double shear reinforcement, while the blocks 11-11 'and 16-17 using a single shear reinforcement.