2008•Journal of Guangxi UniversityRequires access

Seismic response analysis of steel reinforced concrete frame model of special-shaped column

Wang Li-zheng

Open publisher page 0 citations

Abstract

Vibration mode analysis of steel reinforced concrete frame of special-shaped column and concrete frame of special-shaped column are discussed by using the large general structural analysis software ANSYS,from which the characteristics of free-vibration are obtained.Moreover,in the paper,seismic response nonlinear analysis of the building is carried out by adopting time-history analysis method.Through inputting two natural earthquake wave:El-Centro earthquake wave and NingHe TianJin earthquake wave.The conclusion of this paper can be consulted by engineering design.

About this research paper

What this paper is about

Vibration mode analysis of steel reinforced concrete frame of special-shaped column and concrete frame of special-shaped column are discussed by using the large general structural analysis software ANSYS,from which the characteristics of free-vibration are obtained.Moreover,in the paper,seismic response nonlinear analysis of the building is carried out by adopting time-history analysis method.Through inputting two natural earthquake wave:El-Centro earthquake wave and NingHe TianJin earthquake wave.The conclusion of this paper can be consulted by engineering design.

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

Vibration mode analysis of steel reinforced concrete frame of special-shaped column and concrete frame of special-shaped column are discussed by using the large general structural analysis software ANSYS,from which the characteristics of free-vibration are obtained.Moreover,in the paper,seismic response nonlinear analysis of the building is carried out by adopting time-history analysis method.Through inputting two natural earthquake wave:El-Centro earthquake wave and NingHe TianJin earthquake wave.The conclusion of this paper can be consulted by engineering design.

Key concepts: Structural engineering, Column (typography), Frame (networking), Vibration, Seismic analysis, Reinforced concrete, Response analysis, Steel frame

Related papers

Back to paper searchBrowse research topicsOriginal source
Seismic response analysis of steel reinforced concrete frame model of special-shaped column — Research Paper | ScholarLens