In this study, industrial single-story RC precast buildings are investigated. Twenty-four case studies have been considered, in which the column height, the beam spans and the seismic hazard level are varied. The seismic design of the selected case studies is performed according to the Italian building code and additional technical documentation. Three-dimensional nonlinear models are defined to perform static and dynamic analyses for the seismic assessment of the selected case studies. Demand/capacity ratios in terms of the selected engineering demand parameters are computed for ten increasing values of the seismic input return period.

Modeling and Seismic Response Analysis of RC Precast Italian Code-Conforming Buildings / Magliulo, G.; Bellotti, D.; Cimmino, M.; Nascimbene, R.. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - 22:s2(2018), pp. 140-167. [10.1080/13632469.2018.1531093]

Modeling and Seismic Response Analysis of RC Precast Italian Code-Conforming Buildings

Magliulo G.;Cimmino M.;
2018

Abstract

In this study, industrial single-story RC precast buildings are investigated. Twenty-four case studies have been considered, in which the column height, the beam spans and the seismic hazard level are varied. The seismic design of the selected case studies is performed according to the Italian building code and additional technical documentation. Three-dimensional nonlinear models are defined to perform static and dynamic analyses for the seismic assessment of the selected case studies. Demand/capacity ratios in terms of the selected engineering demand parameters are computed for ten increasing values of the seismic input return period.
2018
Modeling and Seismic Response Analysis of RC Precast Italian Code-Conforming Buildings / Magliulo, G.; Bellotti, D.; Cimmino, M.; Nascimbene, R.. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - 22:s2(2018), pp. 140-167. [10.1080/13632469.2018.1531093]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/724290
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