構造
実地震動に対する6階建て木造枠組壁工法実験棟の振動計測
2019 年 25 巻 61 号 p. 1061-1066
詳細
2019 年 25 巻 61 号 p. 1061-1066
Vibration measurement has been performed for a full-scale field test of 6 story wood framework wall system under seismic ground motions. 9 MEMS acceleration sensors have been installed inside and outside of the building to monitor its seismic responses continuously. Using the past earthquake records, the vibrational characteristics of the building under seismic ground motions are investigated, taking into consideration soil-structure interaction. It is shown that the target building is a time-variant system that depends on ground motion characteristics.
