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- W2471796677 abstract "Controlling the damage process and failure mode, avoiding the global collapse, and increasing the seismic safety of structures are of great significance to the casualties reduction and seismic losses mitigation. In this paper, the damage criteria of material, structural member and global structure are proposed, a semi-active control law is developed through the secondary development of LS-DYNA program, and the damage process simulation of the magnetorheological (MR) dampers controlled structure under strong earthquake are conducted. Based on these damage criteria, an equivalent seismic performance optimization (ESPO) method of structure is proposed in the formwork of optimization technique, and the constraints and fitness function of the optimization problem are expressed as the seismic performance index (SPI) which is combined with importance coefficient (IC) and damage index (DI). A series of shaking table tests for a scaled 3-story steel-concrete structure were carried out to verify the effectiveness of the proposed damage control strategies, the results indicate that the ESPO method is effective to improve the seismic performance of structure, and the damage control strategies developed are effective and stable even under strong earthquakes." @default.
- W2471796677 created "2016-07-22" @default.
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- W2471796677 date "2012-01-01" @default.
- W2471796677 modified "2023-09-23" @default.
- W2471796677 title "Failure mode optimization and damage control of high-rise building structures due to seismic excitations" @default.
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