Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
Abstract Use of appropriate fragility curves for structures is an essential and basic tool for earthquake loss estimation. Fragility curves for frames made only of concrete or only of steel members are already available in the literature. In this paper, fragility curves for plane mixed concrete/steel moment resisting framed structures are developed. Parametric numerical results for these mixed structures are presented and discussed.
Highlights Fragility curves for mixed concrete/steel frames along their height, for the three damage stages are proposed. Fragility curves for structures designed with different codes and for the three damage stages were developed. Comparison of fragility curves obtained for mixed concrete/steel frame structures with fragility curves for concrete or for steel only structures which are proposed in literature. Mixed concrete/steel frame designed by current code is less vulnerable than the frame consists only of steel or only of concrete designed also with the new code. Mixed concrete/steel frame designed by old code is more vulnerable than the frame consists only of steel or only of concrete designed with the new code.
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
Abstract Use of appropriate fragility curves for structures is an essential and basic tool for earthquake loss estimation. Fragility curves for frames made only of concrete or only of steel members are already available in the literature. In this paper, fragility curves for plane mixed concrete/steel moment resisting framed structures are developed. Parametric numerical results for these mixed structures are presented and discussed.
Highlights Fragility curves for mixed concrete/steel frames along their height, for the three damage stages are proposed. Fragility curves for structures designed with different codes and for the three damage stages were developed. Comparison of fragility curves obtained for mixed concrete/steel frame structures with fragility curves for concrete or for steel only structures which are proposed in literature. Mixed concrete/steel frame designed by current code is less vulnerable than the frame consists only of steel or only of concrete designed also with the new code. Mixed concrete/steel frame designed by old code is more vulnerable than the frame consists only of steel or only of concrete designed with the new code.
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
Pnevmatikos, Nikos G. (Autor:in) / Papagiannopoulos, George A. (Autor:in) / Papavasileiou, Georgios S. (Autor:in)
Soil Dynamics and Earthquake Engineering ; 116 ; 709-713
27.09.2018
5 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
| British Library Online Contents | 2019
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
| British Library Online Contents | 2019
Fragility curves for mixed concrete/steel frames subjected to seismic excitation
| British Library Online Contents | 2019
Fragility Curves for Reinforced Concrete Moment Frames
| British Library Conference Proceedings | 2009
Fragility Curves for Reinforced Concrete Moment Frames
| ASCE | 2009