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- W2313144413 startingPage "1665" @default.
- W2313144413 abstract "One of authors proposed a sheme for Internet-based structural analysis in which many reserchers worldwide can collaborate and unify their different programs and structural models. This paper first introduces the structural loading system of an exposed column-base.This loading system enables us to simulate the variation of fotational stiffness and bending moment carrying capacity under varying axial force.Hence,the technique of Internet-based structural analysis is used to perform the collaborated pseudo dynamic test on a building frame with a non-slip-type exposed columncase subjected to vertical and horizontal forces.The results show the simplicity of the collaboration procedures,the stable transfer of information between programs and loading system,and the overall complicated resisting behavior of a building with column-bases." @default.
- W2313144413 created "2016-06-24" @default.
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- W2313144413 date "2008-01-01" @default.
- W2313144413 modified "2023-09-25" @default.
- W2313144413 title "COLLABORATIVE SEISMIC PERFORMANCE EVALUATION BY USE OF DISTRIBUTED LOADING SYSTEM" @default.
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- W2313144413 doi "https://doi.org/10.3130/aijs.73.1665" @default.
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