2026-05-01T10:19:47Z https://nied-repo.bosai.go.jp/oai

oai:nied-repo.bosai.go.jp:00007174 2025-06-23T05:38:52Z 5:1749778844647

NEESWoodプロジェクト『木質パネル構法7階建て』実大建物実験 NEES Wood Project “7-story Building using Wooden Panel Construction Method” Experiment of Full-scale Building 防災科学技術研究所 ボウサイカガクギジュツケンキュウショ National Research Institute for Earth Science and Disaster Resilience 防災科学技術研究所 ボウサイカガクギジュツケンキュウショ National Research Institute for Earth Science and Disaster Resilience 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 防災科学技術研究所 National Research Institute for Earth Science and Disaster Resilience 2011 dataset 10.17598/NIED.0020-E200903 https://nied-repo.bosai.go.jp/records/7174 https://asebi.bosai.go.jp/ LOGIN Page for Registered Users