鉄筋コンクリート造実大7層建物の仮動的実験 : 日米共同耐震実験研究その3

概要

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A full-scale reinforced concrete seven-story structure was tested using the 'Single-Degree-of-Freedom Pseudo-Dynamic Test' method. This paper presents the responses. the restoring force characteristics, and the observed damage obtained during the test. Major findings from the test are as follows ; 1) The structure showed excellent hysteretic behavior without any sign of collapse even against a severe earthquake with the peak acceleration of 350 gal. 2) Observed maximum lateral strength was much more than the value predicted in the preliminary analysis, mainly due to extensive cooperation of the floor slab to the beam strength and of the transverse beam to the wall strength. 3) Displacement and base-moment response observed in the test cold be deemed almost the same as those which would have been obtained if the 'Multi-Degree-of Freedom Pseudo-Dynamic Test' method had been employed.
社団法人日本建築学会の論文
1987-07-25