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A Study on Serviceability Criteria and Seismic Performance of High Strength Concrete Slabs

A Study on Serviceability Criteria and Seismic Performance of High Strength Concrete Slabs 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. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Journal of The Institution of Engineers (India): Series A Springer Journals

A Study on Serviceability Criteria and Seismic Performance of High Strength Concrete Slabs

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Publisher
Springer Journals
Copyright
Copyright © The Institution of Engineers (India) 2021
ISSN
2250-2149
eISSN
2250-2157
DOI
10.1007/s40030-020-00491-z
Publisher site
See Article on Publisher Site

Abstract

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.

Journal

Journal of The Institution of Engineers (India): Series ASpringer Journals

Published: Jan 3, 2021

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