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篇名
Nonlinear Dynamic Analysis Research Based on TEASPA Fiber Section Model
並列篇名
Nonlinear Dynamic Analysis Research Based on TEASPA Fiber Section Model
作者 葉勇凱周德光
英文摘要
Using PERFORM-3D software , Replace nonlinear hinge with fiber section to explore and simulate the backbone curve of TEASPA's RC component. It also associated with the function of mutual control of axial force and bending moment and free setting of hysteresis loop rules. At the same time, the analysis results of the fiber section model and the nonlinear hinge model are compared with the three-story and seven-story structures of the South Laboratory of the NCREE. The analysis results show that the nonlinear dynamic analysis of the overall structure based on the fiber section model is efficient and feasible. It is compared that the experimental values, nonlinear hinges and fiber section models with each other. The results explain that fiber section model can reflect the axial force and bending moment of PM interaction. The convergence of the descending for fiber section model is better than the nonlinear hinge model. It can be use in nonlinear dynamic analysis. It means that the fiber section can make up for the shortcomings of PM non-linear hinges in ETABS that cannot freely set hysteresis behavior. Based on the fiber section model obtained by TEASPA method, the analysis results of the three-story and seven-story structures show that there is a certain degree of accuracy with the experimental values.
起訖頁 20-23
刊名 NCREE Research Programs and Accomplishments  
期數 2021 (2020期)
出版單位 財團法人國家實驗研究院國家地震工程研究中心
該期刊-上一篇 Stiffness Configuration of Strongbacks for Reducing Interstory Drift Concentration
該期刊-下一篇 Pushover Analysis of a 10-Story RC Building on E-defense by TEASPA 4.0
 

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