Vibration measurement in full-scale field test of 6 story wood framework wall system under real seismic motions

被引：0

作者：

Hamamoto T. ^{[1
]}

Kunimatsu S. ^{[2
]}

Kashima T. ^{[3
]}

Kobayashi M. ^{[1
]}

机构：

[1] Tokyo City Univ., Japan

[2] AIST, Japan

[3] Building Research Institute, Japan

来源：

AIJ Journal of Technology and Design | 2019年 / 25卷 / 61期

关键词：

Full-scale field test; Seismic response; Soil-structure interaction; Time-variant system; Vibration measurement; Wood framework wall system;

D O I：

10.3130/aijt.25.1061

中图分类号：

学科分类号：

摘要：

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. © 2019 Architectural Institute of Japan. All rights reserved.

引用

页码：1061 / 1066

页数：5

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