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- W1596459372 abstract "In this paper, modeling methods for the structural dynamic analysis employing single reference frame are presented and their modal and transient analysis results are compared. The geometric stiffening effects often occur when structures undergo large overall motion. These effects were considered in several structural previous modeling methods but the role of reference frame has never been scrutinized. In this study, modeling methods employing single reference frame are presented, and their numerical results are compared. The results show that discrepancy between the two modeling methods increases as the eccentricity of the structural system and the magnitude of the large overall motion increase.<br/>" @default.
- W1596459372 created "2016-06-24" @default.
- W1596459372 date "2004-12-01" @default.
- W1596459372 modified "2023-09-26" @default.
- W1596459372 title "Comparison Study on Structural Dynamic Modelings Employing Single Reference Frame" @default.
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- W1596459372 doi "https://doi.org/10.3795/ksme-a.2004.28.12.1931" @default.
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