@article{oai:kindai.repo.nii.ac.jp:00013864,
 author = {松本,  慎也 and 佐藤,  公章 and 藤谷,  義信},
 journal = {近畿大学次世代基盤技術研究所報告, Kinki University Research Institute of Fundamental Technology for Next Generation},
 month = {Jun},
 note = {The Great East Japan Earthquake occurred on March 11, 2011, it has been reported that many dropped out damage for nonstructural components (ceiling) in a buildings. The fall of ceiling materials is high risk for human damage especially. Large space structures or public gymnasium, etc. must be a safe place, because of it will be used a shelter in a disaster. Therefore, it is important to grasp the seismic performance for nonstructural components such as ceiling. In this study, the basic characteristics of seismic performance for suspended ceiling structure are investigated. In this study, the suspended ceiling structure with improved seismic resistance (earthquake-resistant ceiling structures) using a lightweight steel pipe with caulking is proposed. In this paper, the results of vertical and horizontal loading test are shown, and the mechanical properties of suspended ceiling structure are verified, application/pdf},
 pages = {73--78},
 title = {〈原著論文〉軽量角形鋼による耐震天井構造の開発},
 volume = {5},
 year = {2014},
 yomi = {マツモト, シンヤ and サトウ, マサフミ and フジタニ, ヨシノブ}
}