2001Unpublished venueRequires access

Theoretical researches and real bridge analysis of passive control of bridge structures with MTMD

Fan Li-chu

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Abstract

Taking the installation of TMD into account, this paper has derived frequency-amplitude function for MDOF structures with MTMD using the frequency-domain analysis method. Based on this function, the parameter optimization and .design of MTMD are carried out. The numerical ex- ample showed that MTMD could effectively reduce the earthquake response if MTMD are accurately designed.

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What this paper is about

Taking the installation of TMD into account, this paper has derived frequency-amplitude function for MDOF structures with MTMD using the frequency-domain analysis method. Based on this function, the parameter optimization and .design of MTMD are carried out. The numerical ex- ample showed that MTMD could effectively reduce the earthquake response if MTMD are accurately designed.

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Available abstract

Taking the installation of TMD into account, this paper has derived frequency-amplitude function for MDOF structures with MTMD using the frequency-domain analysis method. Based on this function, the parameter optimization and .design of MTMD are carried out. The numerical ex- ample showed that MTMD could effectively reduce the earthquake response if MTMD are accurately designed.

Key concepts: Bridge (graph theory), Structural engineering, Function (biology), Computer science, Engineering, Medicine, Evolutionary biology, Biology

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