Seismic performance evaluation of framed RC building with and without ductile detailing
By: Madheswaran, C. K
.
Contributor(s): Gopalakrishnan, N.
Publisher: Thane ACC LTD 2021Edition: Vol.95(8), August.Description: 9-17p.Subject(s): Civil EngineeringOnline resources: Click here
In:
Indian Concrete Journal - ICJSummary: Two three-storey half-scale Reinforced Concrete(RC) building, are designed and constructed to study its seismic response characteristics. First framed RC building is designed without ductile detailing. Second building is designed with ductile detailing as per IS13920 code. Experimental studies are carried out using the 4m × 4m tri-axial shake-table facility to evaluate the seismic performance of RC building without and with ductile detailing. The seismic performance of the ductile detailing over the non-ductile detailing is studied. The earthquake excitation is given for both cases. All the displacements, acceleration and strain responses are measured along the direction of table excitation. Failure behaviour of the both RC buildings are presented.
| Item type | Current location | Call number | Status | Date due | Barcode | Item holds |
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Articles Abstract Database
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School of Engineering & Technology (PG) Archieval Section | Not for loan | 2021-2022668 |
Two three-storey half-scale Reinforced Concrete(RC) building, are designed and constructed to study its seismic response characteristics. First framed RC building is designed without ductile detailing. Second building is designed with ductile detailing as per IS13920 code. Experimental studies are carried out using the 4m × 4m tri-axial shake-table facility to evaluate the seismic performance of RC building without and with ductile detailing. The seismic performance of the ductile detailing over the non-ductile detailing is studied. The earthquake excitation is given for both cases. All the displacements, acceleration and strain responses are measured along the direction of table excitation. Failure behaviour of the both RC buildings are presented.
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