PERFORMANCE STUDIES OF REINFORCED CONCRETE STRUCTURE WITH DUAL SYSTEM USING VISCOELASTICDAMPED BRACE DUE TO STRONG EARTHQUAKE BASE ON SNI 1726-2012
Nowadays, planning of the building are based on strong column weak beam concept where the input energy from earthquake dissipated through structural damage. Structural damage potentially will increase the risk of casualties. Along with technology development, seismic protection systems are invent...
Saved in:
Main Author: | Cipta Wiguna, Eka |
---|---|
Format: | Final Project |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/36529 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Similar Items
-
PERANCANGAN STRUKTUR BAJA BERPENGAKU EKSENTRIK UNTUK BANGUNAN BERISIKO TINGGI BERDASARKAN SNI 1726-2012
by: Guirralda, Marciella -
STUDI PARAMETRIK PADA BANGUNAN BAJA DUA, LIMA, DAN SEPULUH LANTAI DENGAN SISTEM KOMBINASI VERTIKAL SISTEM RANGKA BRESING KONSENTRIK KHUSUS DAN SISTEM RANGKA PEMIKUL MOMEN KHUSUS BERDASARKAN SNI 1726-2012
by: Anisah Putri, Sartika -
PERFORMANCE OF REINFORCED CONCRETE STRUCTURE â DUAL SYSTEM WITH SEISMIC PROTECTION SYSTEM VISCOELASTIC DAMPER âINVERTED Vâ
by: Saputra Gunawan, Andri -
Theoritical Study of Active Tendon System on Structure of Hospital Building in Depok
by: Alfajri, Irvan -
CONSTRUCTION DELIVERY PLANNING OF LABORATORIUM UJI DOPING INSTITUT TEKNOLOGI BANDUNG
by: Adhisty, Lydwina