Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading
Part II: Numerical modelling and performance analysis
AbstractThe main components to provide earthquake performance of a light-gauge steel house are the shear walls. Understanding shear wall behaviour and finding suitable hysteretic models is important in order to be able to build realistic finite element models and assess structural performance in case of earthquake. As for any building structure expected to exceed its elastic behaviour-range in case of earthquake, the interaction of design capacity, load bearing capacity and structural ductility will influence the performance. In this paper alternative design methods and hysteretic modeling techniques are presented. Based on tests described in Part I, a numerical equivalent model for hysteretic behavior of wall panels working in shear was built and used in 3D dynamic nonlinear analysis of cold-formed steel framed buildings. Preliminary conclusions refer to the effect of over-strength and ductility upon possible earthquake load reduction in case of light-gauge shear wall structures.
Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading
Part II: Numerical modelling and performance analysis
AbstractThe main components to provide earthquake performance of a light-gauge steel house are the shear walls. Understanding shear wall behaviour and finding suitable hysteretic models is important in order to be able to build realistic finite element models and assess structural performance in case of earthquake. As for any building structure expected to exceed its elastic behaviour-range in case of earthquake, the interaction of design capacity, load bearing capacity and structural ductility will influence the performance. In this paper alternative design methods and hysteretic modeling techniques are presented. Based on tests described in Part I, a numerical equivalent model for hysteretic behavior of wall panels working in shear was built and used in 3D dynamic nonlinear analysis of cold-formed steel framed buildings. Preliminary conclusions refer to the effect of over-strength and ductility upon possible earthquake load reduction in case of light-gauge shear wall structures.
Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading
Part II: Numerical modelling and performance analysis
Fülöp, L.A (Autor:in) / Dubina, D (Autor:in)
Thin-Walled Structures ; 42 ; 339-349
01.01.2003
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Performance of Wall-Stud Shear Walls Under Monotonic and Cyclic Loading
| British Library Conference Proceedings | 2002
Behaviour of cold-formed steel shear wall panels under monotonic and reversed cyclic loading
| Online Contents | 2012