Seismic analysis of RCC Building with different Re-entrant corner ratio Ramachandra, P.
Material type:
TextLanguage: English Publication details: Sept 2018 - Jul 2019 PES University Bengaluru
| Item type | Current library | Status | Barcode | |
|---|---|---|---|---|
| Compact Disks | Central Library | Available | CD7276 |
Effective functional efficiency of structures along with attractive aesthetical appearance is mostly in demand in this modern civilisation.in the recent decade many irregular buildings are constructed with complex geometries, slender members, advance materials, complex boundary conditions and combination of loads acting upon them resulting in unexpected response and their effects under various dynamic loading condition. To study the seismic response of RCC Building with plan irregularities due to re-entrant corners. Using ETABS software., the seismic response of G+12 storied RCC Building with plan irregularities due to re-entrant corners has been analysed for Static analysis, Modal analysis and Time history analysis Results in the form of storey displacement, storey drift, torsional rotation and time period are evaluated and compared.
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