@misc{oai:nied-repo.bosai.go.jp:00007204,
 author = {防災科学技術研究所 and National Research Institute for Earth Science and Disaster Resilience},
 month = {},
 note = {文部科学省の委託研究「都市の脆弱性が引き起こす激甚災害の軽減化プロジェクト－都市機能の維持・回復に関する調査研究－」の一環として、「鉄骨造高層建物の崩壊余裕度の定量化」と「建物健全度評価のためのモニタリングシステム開発」を目的に、鉄骨造高層建物を対象に徐々に破壊を進行させ最終的には崩壊させ、建物の余力等を検証するＥ－ディフェンス震動台実験を実施しました。試験体として、1980～90年頃の設計施工を対象とした鉄骨造18層建物の1/3試験体（1×3スパン、平面5×6m、高さ25.3m、重量約420トン）を製作しました。振動台実験の試験体としては世界最大規模のものです。この試験体に「南海トラフ三連動地震動」として作成した想定地震動などを加えたところ、想定に近い崩壊モードを確認することができました。, As part of the Ministry of Education, Culture, Sports, Science and Technology-commissioned research project titled “Special Project for Reducing Vulnerability in Urban Mega Earthquake Disasters - develop technology for rapid damage assessment of high-rise office buildings which may be damaged during earthquakes-,” for the purposes of “quantifying the collapse margin of steel-framed high-rise buildings” and “developing a monitoring system for evaluating building integrity,” the E-Defense shake table experiment was conducted on steel-framed high-rise buildings. This experiment involved gradually inducing damage until collapse to verify the building's margin of safety, etc. As the test specimen, a 1/3-scale model of an 18-story steel-frame building designed and constructed in the 1980s to 1990s was fabricated (1×3 spans, plan dimensions 5×6 m, height 25.3 m, weight approximately 420 tons). This test specimen was the world's largest of its kind for shake table testing. When the simulated earthquake motions developed for the “Nankai Trough Triple Earthquake” were applied to the test specimen, collapse modes similar to those expected were confirmed., データ取得：2013年, Data acquisition period : 2013, お問い合わせ：asebi@bosai.go.jp, inquiry： asebi@bosai.go.jp},
 title = {鉄骨造高層建物の崩壊余裕度定量化},
 year = {2015},
 yomi = {ボウサイカガクギジュツケンキュウショ}
}