Vulnerability assessment at large scale requires referring to reliable models which are able to establish a correlation between hazard and structural damage. Among the different approaches proposed in literature, the attention is focused on mechanical models based on the displacement-based approach, which describe the inelastic response of buildings by capacity curves able to provide essential information in terms of stiffness, overall strength and ultimate displacement capacity. In the paper an extensive sensitivity analysis is carried out by considering the various expressions proposed in literature for these entities (in order to define the more reliable ones) and by evaluating how each parameter (e.g. strength and ductility of materials, structural element dimensions, interstorey heigt, ...), which mechanical models may be founded on, affect the structural response (in terms of main parameters which define the capacity curve). Particular attention is paid to the model adopted in Lagomarsino et al. (2010) by proposing some improvements as pointed out from the sensitivity analyses results.

Mechanical models for the vulnerability assessment of existing reinforced concrete buildings

CATTARI, SERENA;LAGOMARSINO, SERGIO;OTTONELLI, DARIA
2012

Abstract

Vulnerability assessment at large scale requires referring to reliable models which are able to establish a correlation between hazard and structural damage. Among the different approaches proposed in literature, the attention is focused on mechanical models based on the displacement-based approach, which describe the inelastic response of buildings by capacity curves able to provide essential information in terms of stiffness, overall strength and ultimate displacement capacity. In the paper an extensive sensitivity analysis is carried out by considering the various expressions proposed in literature for these entities (in order to define the more reliable ones) and by evaluating how each parameter (e.g. strength and ductility of materials, structural element dimensions, interstorey heigt, ...), which mechanical models may be founded on, affect the structural response (in terms of main parameters which define the capacity curve). Particular attention is paid to the model adopted in Lagomarsino et al. (2010) by proposing some improvements as pointed out from the sensitivity analyses results.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11567/551481
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