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- W97053608 abstract "Publisher Summary This chapter presents the dynamic characteristics and seismic response of semirigid jointed frames in the frequency domain. Semirigid connections with energy dissipation are idealized by the linear rotational springs and dashpots in parallel. The finite element method and the dynamic stiffness method are first combined to derive the mass, stiffness, and damping matrices for the element with semirigid connections at its ends. The complex modal analysis is then carried out to determine the natural frequencies and modal damping ratios of semirigid jointed frames. A parametric study is performed to see the effects of connection rigidity and damping on frame natural frequencies, and modal damping ratios. The random seismic response of semirigid jointed frames is finally computed using a pseudo-excitation method in the frequency domain to see how the semirigid connections affect the seismic performance of the frame. The results showed that if damper constant was selected appropriately, the modal damping ratios of the frame could be significantly increased and the seismic responses, including both the top displacements and base shear forces, of the frame could be considerably reduced." @default.
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- W97053608 date "1999-01-01" @default.
- W97053608 modified "2023-09-26" @default.
- W97053608 title "Dynamic Charateristic and Seismic Response of Semirigid Jointed Frames" @default.
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- W97053608 doi "https://doi.org/10.1016/b978-008043015-7/50095-6" @default.
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