Seismic Performance of D-region of RC Framed-structure Designed According to Different Codal Recommendations
IR@SERC: CSIR-Structural Engineering Research Centre, Chennai
View Archive Info| Field | Value | |
| Title |
Seismic Performance of D-region of RC Framed-structure Designed According to Different Codal Recommendations
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| Creator |
Novak, B.
Ramanjaneyulu, K. Roehm, C. Sasmal, S. |
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| Subject |
Seismic performance
RC framed structure Code rcommendations Gravity load |
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| Description |
In the present study, these issues are covered by considering different stages of Eurocode and Indian Standards provisions for designing the reinforced concrete framed structure. Further, an exterior beam column joint (D-region) of a building frame has been selected as the target sub-assemblage to be studied under reverse cyclic load. The study is aimed at evaluating seismic performance of the structural component designed according to the prevailing guidelines with a view to bring out the implications of the differences in the guidelines on seismic performance. It is found that the GLD structure is vulnerable to even medium earthquake. Among the seismically designed specimens without ductile detailing, the specimen designed based on Indian Standard exhibits better performance (10% more energy dissipation)
over that designed as per Eurocode under large drift ratio, and among the seismically designed and ductile detailed specimens, Eurocode design with medium ductility (25% less energy dissipation) could not perform as good as Indian Standard design.
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| Date |
2009
2009 2008 |
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| Type |
Journal article
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| Identifier |
Journal of Structural Engineering, Vol.35, No.1, April-May 2008, p.46-51
http://hdl.handle.net/123456789/399 |
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| Language |
en
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| Rights |
It is tried to respect the rights of the copyright holders to the best of the knowledge. If it is brought to our notice that the rights are violated then the item would be withdrawn.
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| Publisher |
Structural Engineering Research Center, Chennai
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