Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic design of special moment‐resisting steel frame with prevention of soft‐storey mechanism failure
Most structures with masonry infills that are continuous along their height, which are interrupted in the lowest storey, are damaged by earthquakes. These structures are anticipated to collapse due to the undesirable soft‐storey mechanism formed by lateral stiffness of masonry infills in other storeys. The seismic design criteria of UBC97 code for special moment‐resisting steel frame (SMRSF) are reviewed. In this paper, a new criterion for seismic design of such structures is presented. The proposed criteria are used to design three SMRSFs: 5, 8 and 15 storeys. Nonlinear time‐history dynamic analyses are applied for the designed SMRSFs based on the proposed criteria. Displacements and storey drifts, which are obtained by the proposed method, are compared with nonlinear time‐history dynamic analysis results, finally. Copyright © 2011 John Wiley & Sons, Ltd.
Seismic design of special moment‐resisting steel frame with prevention of soft‐storey mechanism failure
Most structures with masonry infills that are continuous along their height, which are interrupted in the lowest storey, are damaged by earthquakes. These structures are anticipated to collapse due to the undesirable soft‐storey mechanism formed by lateral stiffness of masonry infills in other storeys. The seismic design criteria of UBC97 code for special moment‐resisting steel frame (SMRSF) are reviewed. In this paper, a new criterion for seismic design of such structures is presented. The proposed criteria are used to design three SMRSFs: 5, 8 and 15 storeys. Nonlinear time‐history dynamic analyses are applied for the designed SMRSFs based on the proposed criteria. Displacements and storey drifts, which are obtained by the proposed method, are compared with nonlinear time‐history dynamic analysis results, finally. Copyright © 2011 John Wiley & Sons, Ltd.
Seismic design of special moment‐resisting steel frame with prevention of soft‐storey mechanism failure
Alinouri, Hossein (Autor:in) / Danesh, Fakhroddin Ahmadi (Autor:in) / Khazaee, Hamideh (Autor:in)
The Structural Design of Tall and Special Buildings ; 22 ; 876-886
10.08.2013
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
British Library Conference Proceedings | 1993
|Pseudo dynamic tests on a full scale three-storey steel moment resisting frame
British Library Conference Proceedings | 1995
|Multi‐storey Building with Moment Resisting Frames
Wiley | 2017
|