The Finite Element Analysis of Anti-Seismic Performance for the Plate - Column -Light Steel Structure
The finite element model was established for the test model of the plate - column -light steel structure according to the application of SAP 2000 and the seismic wave was input in the model , through the analysis of earthquake response, the analysis data of the finite element model was close to the results of the test data,so the finite element model was reasonable.
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
G. Q. Xing "The Finite Element Analysis of Anti-Seismic Performance for the Plate - Column -Light Steel Structure", Advanced Materials Research, Vols. 368-373, pp. 142-145, 2012