Taiyuan South Station Umbrella-span Steel Truss Roof of the Static and Dynamic Analysis
Ruifeng Li, Jinfeng Jiao, Honggang Lei
Abstract
Ruifeng Li, Jinfeng Jiao, Honggang Lei
Abstract
In this paper, the umbrella-shape steel truss roof of a newly-built railway station is studied. In application of the finite element software MIDAS, the stress status of components, deformation of elements and seismic performance of the structure are analyzed. It is mainly demonstrated in this paper about static analysis of different load conditions, calculations of dynamic characteristics of the structure, analysis of the natural frequencies and mode shapes, and the research of seismic resistant performance by modal response method and the elastic time-history analysis.
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.
In this paper, the umbrella-shape steel truss roof of a newly-built railway station is studied. In application of the finite element software MIDAS, the stress status of components, deformation of elements and seismic performance of the structure are analyzed. It is mainly demonstrated in this paper about static analysis of different load conditions, calculations of dynamic characteristics of the structure, analysis of the natural frequencies and mode shapes, and the research of seismic resistant performance by modal response method and the elastic time-history analysis.
Key concepts: Truss, Structural engineering, Finite element method, Modal analysis, Static analysis, Roof, Span (engineering), Deformation (meteorology)