PORTO @ Archivio Istituzionale della Ricerca

The paper investigates the earthquake response of portal-frame precast industrial facilities typically built in Italy and southern Europe from 1960 to 1990. Portal-frames are idealized as 2D inelastic single degree of freedom systems. A framework based on a parametric model developed in OpenSees is defined to build inelastic spectra of maximum relative beam-column displacement demands and maximum column top displacement demands. Analytical expressions of spectra approximating numerical spectra results are finally derived to be used for rapid displacement capacity/demand assessments of portal-frame industrial buildings with friction joints or fixed joints

AN OPENSEES FRAMEWORK TO BUILD DISPLACEMENT DEMAND SPECTRA FOR PORTAL-FRAME INDUSTRIAL FACILITIES / DI TRAPANI, Fabio; Ferro, GIUSEPPE ANDREA; Malavisi, Marzia; Vicentini, Alessandro. - ELETTRONICO. - (2019). (Intervento presentato al convegno OpenSEES Days Eurasia 2019 tenutosi a Hong Kong nel 20-21 Giugno 2019).

AN OPENSEES FRAMEWORK TO BUILD DISPLACEMENT DEMAND SPECTRA FOR PORTAL-FRAME INDUSTRIAL FACILITIES

Fabio Di Trapani;Giuseppe Andrea Ferro;Marzia Malavisi;VICENTINI, ALESSANDRO
2019

Abstract

The paper investigates the earthquake response of portal-frame precast industrial facilities typically built in Italy and southern Europe from 1960 to 1990. Portal-frames are idealized as 2D inelastic single degree of freedom systems. A framework based on a parametric model developed in OpenSees is defined to build inelastic spectra of maximum relative beam-column displacement demands and maximum column top displacement demands. Analytical expressions of spectra approximating numerical spectra results are finally derived to be used for rapid displacement capacity/demand assessments of portal-frame industrial buildings with friction joints or fixed joints
2019
978-962-367-832-2
4.1 Contributo in Atti di convegno
File in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2776792
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo