An innovative analysis procedure based on the Discrete Element Method for the study of the collapse mechanism and failure loads of monumental masonry and block structures subjected to quasitatic lateral loading is illustrated with an application to an important church of the XI century
Quasistatic seismic analysis of Santa Maria Maggiore in Tuscania”, Proc. 2nd Int. Conf. on Discrete Element Methods (DEM) / Pagnoni, Tommaso; Nisticò, Nicola; Canofeni, Gianluca. - (1993), pp. 413-424. (Intervento presentato al convegno Conf. on Discrete Element Methods (DEM) tenutosi a Massachusetts Institute of Technology , Cambridge USA).
Quasistatic seismic analysis of Santa Maria Maggiore in Tuscania”, Proc. 2nd Int. Conf. on Discrete Element Methods (DEM)
Tommaso Pagnoni;Nicola Nisticò;
1993
Abstract
An innovative analysis procedure based on the Discrete Element Method for the study of the collapse mechanism and failure loads of monumental masonry and block structures subjected to quasitatic lateral loading is illustrated with an application to an important church of the XI century| File | Dimensione | Formato | |
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