Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
The seismic response of the asymmetric structure isolated by the friction sliding bearings is carried out. The eccentricity and the torsional stiffness of superstructure are taken into account. The eccentricity and the torsional stiffness of the superstructure have less effect on the horizontal response of the base-isolated structure, but these have significant impact on the displacement at the corner of the superstructure and the rotational response of the structure.
Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
The seismic response of the asymmetric structure isolated by the friction sliding bearings is carried out. The eccentricity and the torsional stiffness of superstructure are taken into account. The eccentricity and the torsional stiffness of the superstructure have less effect on the horizontal response of the base-isolated structure, but these have significant impact on the displacement at the corner of the superstructure and the rotational response of the structure.
Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
Advanced Materials Research ; 163-167 ; 4218-4221
06.12.2010
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
British Library Conference Proceedings | 2011
|Seismic response of liquid storage tanks isolated by sliding bearings
Online Contents | 2002
|Friction Model for Sliding Bearings under Seismic Excitation
Taylor & Francis Verlag | 2013
|Seismic Response Analysis of Bridges Isolated with Friction Pendulum Bearings
Online Contents | 1998
|Friction Model for Sliding Bearings under Seismic Excitation
Online Contents | 2013
|