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- W2384209715 abstract "The numerical simulations for the benchmark test of a 12-story reinforced concrete frame model carried out in Tongji university in 2003 were conducted with the consideration of cumulative effect caused by series of earthquake events in platform of OpenSees.Meanwhile the damage status of the model was evaluated by using the system identification toolbox of OpenSees formed by the principle of the improved direct stiffness method.Through comparison with the damaging description in several cases during the test,it was demonstrated that the preliminary assessment by using the system identification toolbox to conduct damage detection of 3-D frame structures in different direction is feasible and effective." @default.
- W2384209715 created "2016-06-24" @default.
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- W2384209715 date "2011-01-01" @default.
- W2384209715 modified "2023-09-25" @default.
- W2384209715 title "Cumulative Seismic Damage Assessment of Reinforced Concrete Frame Model Based on Improved Direct Stiffness Method" @default.
- W2384209715 hasPublicationYear "2011" @default.
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