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2002•Unpublished venueRequires access

Study on seismic behavior of fringe frame with rectangle columns at the bottom and specially-shaped columns at upper stories

Zheng Sheng Han

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Abstract

Through experimental research on the seismic behavior of the fringe frame with rectangle columns at the bottom and speciallyshaped columns at upper stories, the author analyzes the bearing capacity, stiffness and its attenuation, ductility, hysteresis property and failure phenomena of the specimen. It is shown that the seismic behavior of this kind of frame is good.

About this research paper

What this paper is about

Through experimental research on the seismic behavior of the fringe frame with rectangle columns at the bottom and speciallyshaped columns at upper stories, the author analyzes the bearing capacity, stiffness and its attenuation, ductility, hysteresis property and failure phenomena of the specimen. It is shown that the seismic behavior of this kind of frame is good.

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Available abstract

Through experimental research on the seismic behavior of the fringe frame with rectangle columns at the bottom and speciallyshaped columns at upper stories, the author analyzes the bearing capacity, stiffness and its attenuation, ductility, hysteresis property and failure phenomena of the specimen. It is shown that the seismic behavior of this kind of frame is good.

Key concepts: Rectangle, Structural engineering, Ductility (Earth science), Frame (networking), Hysteresis, Stiffness, Geology, Punching

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