Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Global Behavior Factor of Frames with Eccentric Bracings and Relationships with the Ductility Requirements
During alternate loading cycles, as during earthquakes, the structure behavior becomes inelastic. This is particularly the case for steel structures. They show a better ability to absorb earthquake energy. This energy dissipating capacity is described by the q global behavior factor as used in the Eurocode 8. However, in other earthquake codes, it is expressed by R letter and in others only the X and V shapes bracing systems are taken into account in the seismic design. In this work, a method for determining the global q behavior factor is presented for eccentrically braced steel frames that are designed to resist seismic loads.
Global Behavior Factor of Frames with Eccentric Bracings and Relationships with the Ductility Requirements
During alternate loading cycles, as during earthquakes, the structure behavior becomes inelastic. This is particularly the case for steel structures. They show a better ability to absorb earthquake energy. This energy dissipating capacity is described by the q global behavior factor as used in the Eurocode 8. However, in other earthquake codes, it is expressed by R letter and in others only the X and V shapes bracing systems are taken into account in the seismic design. In this work, a method for determining the global q behavior factor is presented for eccentrically braced steel frames that are designed to resist seismic loads.
Global Behavior Factor of Frames with Eccentric Bracings and Relationships with the Ductility Requirements
Applied Mechanics and Materials ; 330 ; 948-953
27.06.2013
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Performance criteria for seismic design of steel frames with eccentric bracings
| British Library Conference Proceedings | 2005
Behaviour of frames with Non-Buckling bracings under earthquake loading
| Online Contents | 2007