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Title
Japanese:地震損傷を受ける鉄骨高層建物の剛性モニタリング 
English:STORY STIFFNESS MONITORING OF SEISMIC DAMAGED HIGH-RISE STEEL BUILDING 
Author
Japanese: 飯野夏輝, 金澤健司, 尾野勝, 佐藤大樹, 北村春幸, 長江拓也.  
English: 飯野夏輝, Kenji KANAZAWA, 尾野勝, Daiki Sato, Haruyuki Kitamura, Takuya Nagae.  
Language Japanese 
Journal/Book name
Japanese:第13回日本地震工学シンポジウム論文集 
English: 
Volume, Number, Page         pp. 1584-1590
Published date Nov. 2010 
Publisher
Japanese:日本建築学会 
English: 
Conference name
Japanese:第13回日本地震工学シンポジウム 
English:The 13th Japan Earthquake Engineering Symposium 
Conference site
Japanese:茨城 
English: 
File
Abstract Structural health monitoring of a full-scale seismic controlled high-rise building specimen is conducted on the E-defense huge shaking table test. Three kinds of story stiffness are estimated from all records of the shaking table test; (1) story stiffness of columns only, (2) story stiffness of columns and dampers, and (3) contracted stiffness of the lower four story columns. As a result, changes in story stiffness are clearly detected before and after severe damage of ruptures on some edges of steel girders, which shows one example of feasibility demonstration in structural health monitoring.

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