ScholarLens Back to search
2010•Journal of Beijing University of TechnologyRequires access

Seismic Behavior Analysis of Steel-concrete Composite Frame Structure System

Bing Guo

Open publisher page 4 citations

Abstract

To investigate the seismic behavior of the steel-concrete composite frame structure system,a 4 polyline plastic hinge model of the composite beam is suggested for the elastic-plastic analysis of the composite frame.And the analytic models of CB-CFST,SB-CFST,CB-ETRC,SB-ETRC and RC frame structures are separately created.Then the mode analysis,spectrum and the elastic time history analysis under frequent earthquake,elastic-plastic analysis under server earthquake of these structures are carried out.Results illustrate that compared with SB-CFST,the integral stiffness of CB-CFST is enhanced;natural periods are shortened;displacement responses are decreased overall.Compared with the CB-RC frame,under rare earthquakes,RC columns can not satisfy the demand ofno collapsing with strong earthquake.And after increasing dimensions and reinforcement ratios of columns,the plastic hinge is also found at the end of columns.

About this research paper

What this paper is about

To investigate the seismic behavior of the steel-concrete composite frame structure system,a 4 polyline plastic hinge model of the composite beam is suggested for the elastic-plastic analysis of the composite frame.And the analytic models of CB-CFST,SB-CFST,CB-ETRC,SB-ETRC and RC frame structures are separately created.Then the mode analysis,spectrum and the elastic time history analysis under frequent earthquake,elastic-plastic analysis under server earthquake of these structures are carried out.Results illustrate that compared with SB-CFST,the integral stiffness of CB-CFST is enhanced;natural periods are shortened;displacement responses are decreased overall.Compared with the CB-RC frame,under rare earthquakes,RC columns can not satisfy the demand ofno collapsing with strong earthquake.And after increasing dimensions and reinforcement ratios of columns,the plastic hinge is also found at the end of columns.

Why it matters

OpenAlex reports 4 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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

To investigate the seismic behavior of the steel-concrete composite frame structure system,a 4 polyline plastic hinge model of the composite beam is suggested for the elastic-plastic analysis of the composite frame.And the analytic models of CB-CFST,SB-CFST,CB-ETRC,SB-ETRC and RC frame structures are separately created.Then the mode analysis,spectrum and the elastic time history analysis under frequent earthquake,elastic-plastic analysis under server earthquake of these structures are carried out.Results illustrate that compared with SB-CFST,the integral stiffness of CB-CFST is enhanced;natural periods are shortened;displacement responses are decreased overall.Compared with the CB-RC frame,under rare earthquakes,RC columns can not satisfy the demand ofno collapsing with strong earthquake.And after increasing dimensions and reinforcement ratios of columns,the plastic hinge is also found at the end of columns.

Key concepts: Structural engineering, Hinge, Composite number, Plastic hinge, Frame (networking), Displacement (psychology), Stiffness, Reinforcement

Related papers

Related paper 1Related paper 2Related paper 3
Back to paper searchBrowse research topicsOriginal source
Seismic Behavior Analysis of Steel-concrete Composite Frame Structure System — Research Paper | ScholarLens