分散型実験システムによる統合化耐震性能評価法に関する研究 : 露出柱脚を有する5層鉄骨建物の評価

概要

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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 column-case 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.
2008-09-30