II - Multiple Floors Moment Resisting Frame Real-time Hybrid Simulation
收藏DataCite Commons2020-08-02 更新2025-04-16 收录
下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2012-1135.groups/Experiment-3
下载链接
链接失效反馈官方服务：
资源简介：
This experimental validation procedures follows the worst-case RTHS configuration, similarly as the single floor MRF test. The mass is primarily assumed computationally, but the stiffness is largely tested physically. A series of validation tests are configured by varying the computational mass on both floors. The input El-Centro earthquake intensity is scaled accordingly for each configuration (see table below), to accommodate the actuator force limit and stroke length constraints. The reference structure assumes Rayleigh damping of 2% for the first two modes in each configuration.
Configuration 1, 2, 3, 4
m1(kg) 2000, 4000, 4000, 8000
m2(kg) 2000, 2000, 4000, 8000
Eq.Intensity 0.15, 0.15, 0.1, 0.07
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-03-12
