多層架構の並進-ねじれ達成弾性地震応答性状に関する考察

概要

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This paper describes the lateral-torsional responses of single-story and multistory buildings with rigidity eccentricity subjected to earthquake motion. Firstly, the parameters for lateral-torsional responses are investigated and the behavior of singlestory buildings is shown. Secondly, the dynamic equation of multi-story buildings with eccentricity to earthquake motion is derived and some numerical examples by the modal analysis, of five-story buildings with allover and pertial rigidity eccentricity are discussed. Lastly, approximate formulae for the lateral-torsional responses are presented and compared well with exact solution.
大同工業大学の論文