Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Chevron Concentrically Braced Frames Designed According to the Second Generation of Eurocode 8
https://orcid.org/http://orcid.org/0009-0000-5621-5893
https://orcid.org/http://orcid.org/0000-0003-1369-3013
https://orcid.org/http://orcid.org/0000-0002-8695-669X
prEN1998–1-2 provides the material-dependent rules for the seismic design of buildings in the second generation of Eurocode 8. The rules for the seismic design of chevron concentrically braced frames (Λ-CBFs) have been significantly revised in both moderate and high ductility classes. This paper presents a parametric numerical study on a set of 6-storey Λ-CBFs compliant with the second generation of Eurocode 8, considering different levels of seismicity and ductility classes with the aim to assess the effectiveness and address potential criticisms of the design rules for Λ-CBFs. The results of this study are discussed in terms of design overstrength, steel consumption, and capacity curves.
Chevron Concentrically Braced Frames Designed According to the Second Generation of Eurocode 8
https://orcid.org/http://orcid.org/0009-0000-5621-5893
https://orcid.org/http://orcid.org/0000-0003-1369-3013
https://orcid.org/http://orcid.org/0000-0002-8695-669X
prEN1998–1-2 provides the material-dependent rules for the seismic design of buildings in the second generation of Eurocode 8. The rules for the seismic design of chevron concentrically braced frames (Λ-CBFs) have been significantly revised in both moderate and high ductility classes. This paper presents a parametric numerical study on a set of 6-storey Λ-CBFs compliant with the second generation of Eurocode 8, considering different levels of seismicity and ductility classes with the aim to assess the effectiveness and address potential criticisms of the design rules for Λ-CBFs. The results of this study are discussed in terms of design overstrength, steel consumption, and capacity curves.
Chevron Concentrically Braced Frames Designed According to the Second Generation of Eurocode 8
https://orcid.org/http://orcid.org/0009-0000-5621-5893
https://orcid.org/http://orcid.org/0000-0003-1369-3013
https://orcid.org/http://orcid.org/0000-0002-8695-669X
prEN1998–1-2 provides the material-dependent rules for the seismic design of buildings in the second generation of Eurocode 8. The rules for the seismic design of chevron concentrically braced frames (Λ-CBFs) have been significantly revised in both moderate and high ductility classes. This paper presents a parametric numerical study on a set of 6-storey Λ-CBFs compliant with the second generation of Eurocode 8, considering different levels of seismicity and ductility classes with the aim to assess the effectiveness and address potential criticisms of the design rules for Λ-CBFs. The results of this study are discussed in terms of design overstrength, steel consumption, and capacity curves.
Chevron Concentrically Braced Frames Designed According to the Second Generation of Eurocode 8
Lecture Notes in Civil Engineering
Mazzolani, Federico M. (Herausgeber:in) / Piluso, Vincenzo (Herausgeber:in) / Nastri, Elide (Herausgeber:in) / Formisano, Antonio (Herausgeber:in) / Gnazzo, Massimino (Autor:in) / D’Aniello, Mario (Autor:in) / Landolfo, Raffaele (Autor:in)
International Conference on the Behaviour of Steel Structures in Seismic Areas ; 2024 ; Salerno, Italy
24.06.2024
12 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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