Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Seismic Behavior and Design of Semi-Rigid Steel Frames
The effect of connection flexibility and strength on the dynamic behavior of steel structures was investigated experimentally and analytically. In the experimental approach, a single-story structure was constructed such that the connections could be changed from simple to semi-rigid and finally to rigid connections. The structures having these three types of connections were subjected to base excitation, simulating several major earthquakes, using the shaking table. Three types of connection, two types of ground motion representing stiff soil condition and one representing soft soil condition, and peak ground acceleration (from 0.05g to 0.5g) were studied. The behavior of the simple and semi-rigid structures under dynamic loading was evaluated and compared with that of the rigid structure subjected to similar earthquakes.
Seismic Behavior and Design of Semi-Rigid Steel Frames
The effect of connection flexibility and strength on the dynamic behavior of steel structures was investigated experimentally and analytically. In the experimental approach, a single-story structure was constructed such that the connections could be changed from simple to semi-rigid and finally to rigid connections. The structures having these three types of connections were subjected to base excitation, simulating several major earthquakes, using the shaking table. Three types of connection, two types of ground motion representing stiff soil condition and one representing soft soil condition, and peak ground acceleration (from 0.05g to 0.5g) were studied. The behavior of the simple and semi-rigid structures under dynamic loading was evaluated and compared with that of the rigid structure subjected to similar earthquakes.
Seismic Behavior and Design of Semi-Rigid Steel Frames
M. N. Nader (Autor:in) / A. Astaneh-Asl (Autor:in)
1992
404 pages
Report
Keine Angabe
Englisch
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