A discussion on seismic design methods of weak sections of special shaped column frame
Wang Pu-shan
Abstract
Wang Pu-shan
Abstract
A key point of seismic design for a specially-shaped column frame is to control its weak section. This can greatly improve its seismic capability. On the basis of experiment, in the paper the seismic design method of the weak sections of the special shaped column frame is discussed.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
A key point of seismic design for a specially-shaped column frame is to control its weak section. This can greatly improve its seismic capability. On the basis of experiment, in the paper the seismic design method of the weak sections of the special shaped column frame is discussed.
Key concepts: Frame (networking), Column (typography), Structural engineering, Seismic analysis, Point (geometry), Section (typography), Basis (linear algebra), Computer science