Study on Serviceability Criteria and Seismic Performance of High Strength Concrete Slabs
By: Zaidi, Syed Kaleem Afrough
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Contributor(s): Shobha Ram.
Publisher: New York Springer 2021Edition: Vol.102(1), March.Description: 1-10p.Subject(s): Civil EngineeringOnline resources: Click here
In:
Journal of the institution of engineers (India): Series ASummary: High strength concrete is becoming widely popular for multi-storey buildings due to its several advantages such as reduction in the size of section, reduces the weight of building and also for aesthetical appearance of structure. Further, the strength and other parameters of high strength concrete are different then the ordinary concrete. There are no special guides lines provided by IS 456-2000 for designing the high strength concrete slab, and the span-to-depth ratio provided in this code is not compatible for high strength concrete. Therefore, a study is carried out on the seismic behaviour of high strength concrete slabs for limit state of serviceability and further extended about the seismic behaviour of these buildings. A modification factor has been introduce for depth to span ratio of high strength concrete slab, further the result indicates that earthquake responses of high strength concrete slab buildings are much superior than then ordinary concrete.
| 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 | 2021-2022061 |
High strength concrete is becoming widely popular for multi-storey buildings due to its several advantages such as reduction in the size of section, reduces the weight of building and also for aesthetical appearance of structure. Further, the strength and other parameters of high strength concrete are different then the ordinary concrete. There are no special guides lines provided by IS 456-2000 for designing the high strength concrete slab, and the span-to-depth ratio provided in this code is not compatible for high strength concrete. Therefore, a study is carried out on the seismic behaviour of high strength concrete slabs for limit state of serviceability and further extended about the seismic behaviour of these buildings. A modification factor has been introduce for depth to span ratio of high strength concrete slab, further the result indicates that earthquake responses of high strength concrete slab buildings are much superior than then ordinary concrete.
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