IV - Nonlinear RT-Frame2D plus Physical MR Damper Real-time Hybrid Simulation
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下载链接：
https://www.designsafe-ci.org/data/browser/public/nees.public/NEES-2012-1135.groups/Experiment-7
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资源简介：
The last validation procedure features RT-Frame2D nonlinear elements in the modeled MRF structure. Only phase I and II of RTHS are conducted and compared in this test matrix. The beam moment-curvature relationships are characterized by three different models that are linear, bilinear and tri-linear kinematic hardening rules, respectively. Columns are modeled to be linear elastic and the beam column joints are characterized by the linear panel zone model. The mass and damping assumption follows the multi-floors RTHS experiment. The El-Centro earthquake is scaled to be 0.7 of the original intensity for all tests.
提供机构：
Network for Earthquake Engineering Simulation (NEES)
创建时间：
2013-04-19
