@misc{oai:nied-repo.bosai.go.jp:00007174,
 author = {防災科学技術研究所 and National Research Institute for Earth Science and Disaster Resilience},
 month = {},
 note = {防災科学技術研究所はNEES(The George E. Brown, Jr. Network for Earthquake Engineering Simulation)との国際共同研究の一環として、NEESで主に木造建物を研究するNEESWOOD (プロジェクトリーダー：John W. van de Lindt教授　コロラド州立大学) と7階建て木造建物実験を行いました。 試験体は１階（地下駐車場を想定）のみ鉄骨造、2-7階は枠組壁工法で建設された木造建物です。試験体の大きさは、縦横が約12.4 m x 18.4 m、高さ20.4 mです。 実験は、1994年Northridge地震のCanoga Parkで記録された加速度波形の振幅を180%に調整した波形で加振を行い、建物の強震時における応答を確認しました。, As a part of international collaborative research of NIED and the George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES), a shaking table experiment on a full-scale 7-story wood building was conducted by NEESWood, which is responsible for study in wood structure at NEES, (PI: Professor John W. van de Lindt, Colorado State University) and NIED. The first story of the test structure was a steel frame simulating a basement parking area. The 2nd to 7th stories were the residential area constructed by the wood-frame structure. The test structure was 12.4 m wide, 18.4 m long and 20.4 m high. In the experiment, the seismic motion recorded at Canoga Park during 1994 Northridge earthquake was used. The test structure was shaken by the 180% of the seismic motion, and the response of the structure under the severe input motion was investigated., データ取得：2009年, Data acquisition period : 2009, お問い合わせ：asebi@bosai.go.jp, inquiry： asebi@bosai.go.jp},
 title = {NEESWoodプロジェクト『木質パネル構法7階建て』実大建物実験},
 year = {2011},
 yomi = {ボウサイカガクギジュツケンキュウショ}
}