Seismic reliability assessment of classical columns subjected to near-fault ground motionsReportar como inadecuado




Seismic reliability assessment of classical columns subjected to near-fault ground motions - Descarga este documento en PDF. Documentación en PDF para descargar gratis. Disponible también para leer online.

* Corresponding author 1 LEE - Laboratory of Earthquake Engineering 2 MSA - Matériaux et Structures Architecturés NAVIER UMR 8205 - Laboratoire Navier

Abstract : A methodology for the performance-based seismic risk assessment of classical columns is presented. Despite their apparent instability, classical columns are, in general, earthquake resistant, as proven from the fact that many classical monuments have survived many strong earthquakes over the centuries. Nevertheless, the quantitative assessment of their reliability and the understanding of their dynamic behavior are not easy, because of the fundamental nonlinear character and the sensitivity of their response. In this paper, a seismic risk assessment is performed for a multidrum column using Monte Carlo simulation with synthetic ground motions. The ground motions adopted contain a high- and low-frequency component, combining the stochastic method, and a simple analytical pulse model to simulate the directivity pulse contained in near source ground motions. The deterministic model for the numerical analysis of the system is three-dimensional and is based on the Discrete Element Method. Fragility curves are produced conditional on magnitude and distance from the fault and also on scalar intensity measures for two engineering demand parameters, one concerning the intensity of the response during the ground shaking and the other the residual deformation of the column. Three performance levels are assigned to each engineering demand parameter. Fragility analysis demonstrated some of the salient features of these spinal systems under near-fault seismic excitations, as for example, their decreased vulnerability for very strong earthquakes of magnitude 7 or larger. The analysis provides useful results regarding the seismic reliability of classical monuments and decision making during restoration process.

Keywords : classical monuments multidrum masonry columns risk assessment fragility analysis 3D distinct element method DEM performance-based design





Autor: Ioannis Psycharis - Michalis Fragiadakis - Ioannis Stefanou -

Fuente: https://hal.archives-ouvertes.fr/



DESCARGAR PDF




Documentos relacionados