Dynamic Response Analysis of Assembled Subway Station Under Seismic Load
摘要
Because of their high level of mechanization, quick construction, and large-scale manufacture, prefabricated buildings have grown quickly. The assembled station's components are heavy, necessitate a lot of hoisting equipment, present significant safety risks, and have unclear adaptation requirements for various component kinds. To improve the understanding of how assembled station structures behave during earthquakes and to offer a theoretical framework for seismic design and performance assessment of these kinds of structures, this paper, which is based on the actual subway project, examines the structural response of the assembled station structure under the action of seismic load. The stress characteristics of the stratum and the displacement and stress variation law of the station structure are also examined.