Response Reduction Factor of Open Ground Storey Reinforced Concrete Buildings with and Without Haunch
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-1608-5_12
Reference23 articles.
1. Vijayanarayanan, A.R., Goswami, R., Murty, C.V.R.: Special class of open ground Storey RC Buildings built in Indi UNSAFE during Earthquakes. In: Technical Report (2012). https://doi.org/10.13140/RG.2.1.1480.0400
2. Shendkar, M.R., Kontoni, D.-P.N., Mandal, S., Maiti, P.R., Tavasoli, O.: Seismic evaluation and retrofit of reinforced concrete buildings with masonry infills based on material strain limit approach. In: Shock and Vibration, pp. 1–15. Hindawi (2021)
3. Shendkar MR, Kontoni D-PN, Isik E, Mandal S, Maiti PR, Harirchian E.: Influence of Masonry Infill on Seismic Design Factors of Reinforced-Concrete Buildings. In Shock and Vibration, PP:1–15, Hindawi (2022).
4. Shendkar, M.R., Mandal, S., Pradeep Kumar, R.: Effect of lintel beam on response reduction factor of RC-infilled frames. Curr. Sci. 118(7), 1077–1086 (Indian Academy of Science) (2020)
5. Shendkar, M.R., Kontoni, D.-P.N., Pradeep Kumar, R., Farghaly, A., Mandal, S, Maiti, P.R.: A refined procedure for the seismic evaluation and retrofit of reinforced concrete buildings. In: Current Science. Indian Academy of Science (2022)
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