ScholarLens Back to search
2007•Unpublished venueRequires access

Structural Influencing Coefficient of Concentrically X-braced Steel Frame

Qiang Gu

Open publisher page 0 citations

Abstract

The design earthquake action of various structural systems is affected by structural influencing coefficient which is related with structural ductility and overstrength.Based on Code for Seismic Design of Building(GB50011),the paper designs three concentrically X-braced steel frames and their structural coefficients are obtained by Push-over analysis.The result indicates that the above code sets high scale for horizontal earthquake action of concentrically X-braced steel frame.

About this research paper

What this paper is about

The design earthquake action of various structural systems is affected by structural influencing coefficient which is related with structural ductility and overstrength.Based on Code for Seismic Design of Building(GB50011),the paper designs three concentrically X-braced steel frames and their structural coefficients are obtained by Push-over analysis.The result indicates that the above code sets high scale for horizontal earthquake action of concentrically X-braced steel frame.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

The design earthquake action of various structural systems is affected by structural influencing coefficient which is related with structural ductility and overstrength.Based on Code for Seismic Design of Building(GB50011),the paper designs three concentrically X-braced steel frames and their structural coefficients are obtained by Push-over analysis.The result indicates that the above code sets high scale for horizontal earthquake action of concentrically X-braced steel frame.

Key concepts: Braced frame, Structural engineering, Ductility (Earth science), Frame (networking), Seismic analysis, Structural system, Action (physics), Steel frame

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
Structural Influencing Coefficient of Concentrically X-braced Steel Frame — Research Paper | ScholarLens