Soil-structure interaction effects on seismic response of open ground storey buildings

Bhuj earthquake in India, 2001 had witnessed spectacular failures of a class of reinforced concrete multi-storied buildings termed as Open Ground Storey (OGS) buildings, necessitated by a functional demand to provide a parking space within a building plan. Due to the absence of brick-infilled walls...

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Veröffentlicht in:	Sadhana (Bangalore) 2021-06, Vol.46 (2), Article 105
Hauptverfasser:	Rama Rao, G V, Sunil, J C, Vijaya, R
Format:	Artikel
Sprache:	eng
Schlagworte:	Boundary conditions Concrete construction Engineering Flexibility Lateral displacement Methodology Multistory buildings Nonlinear analysis Reinforced concrete Retrofitting Seismic analysis Seismic response Sidesway Slenderness ratio Soil conditions Soil-structure interaction Stiffness
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