This article describes the structural design, nonlinear modeling, and seismic analysis of prototype single-storey non-residential steel buildings made of moment-resisting portal frames in the transverse direction and concentric braces in the longitudinal direction. Various design parameters (building geometry, seismic hazard, foundation soil category) and different modeling assumptions (bare frame model, model including cladding elements, ground motions including vertical accelerations, and modeling uncertainties) were considered to investigate their effects on the simulated seismic performance.

Modeling and Seismic Response Analysis of Italian Code-Conforming Single-Storey Steel Buildings / Scozzese, Fabrizio; Terracciano, Giusy; Zona, Alessandro; Della Corte, Gaetano; Dall’Asta, Andrea; Landolfo, Raffaele. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - 22:sup2(2018), pp. 2104-2133. [10.1080/13632469.2018.1528913]

Modeling and Seismic Response Analysis of Italian Code-Conforming Single-Storey Steel Buildings

Terracciano, Giusy;Della Corte, Gaetano;Landolfo, Raffaele
2018

Abstract

This article describes the structural design, nonlinear modeling, and seismic analysis of prototype single-storey non-residential steel buildings made of moment-resisting portal frames in the transverse direction and concentric braces in the longitudinal direction. Various design parameters (building geometry, seismic hazard, foundation soil category) and different modeling assumptions (bare frame model, model including cladding elements, ground motions including vertical accelerations, and modeling uncertainties) were considered to investigate their effects on the simulated seismic performance.
2018
Modeling and Seismic Response Analysis of Italian Code-Conforming Single-Storey Steel Buildings / Scozzese, Fabrizio; Terracciano, Giusy; Zona, Alessandro; Della Corte, Gaetano; Dall’Asta, Andrea; Landolfo, Raffaele. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - 22:sup2(2018), pp. 2104-2133. [10.1080/13632469.2018.1528913]
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/727636
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