Xuehui Zhang
Abstract
On the basis of experimental research on the seismic behavior of a 1/3-scale specially-shaped column frame,the author(analyzes) the bearing capacity,ductility,hysteresis property,energy dissipation and failure phenomena of the specimen.It is show that the seismic behavior of this kind of frame is good.
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On the basis of experimental research on the seismic behavior of a 1/3-scale specially-shaped column frame,the author(analyzes) the bearing capacity,ductility,hysteresis property,energy dissipation and failure phenomena of the specimen.It is show that the seismic behavior of this kind of frame is good.
Key concepts: Dissipation, Frame (networking), Structural engineering, Ductility (Earth science), Column (typography), Hysteresis, Bearing capacity, Seismic energy