日本地震工学会論文集
Online ISSN : 1884-6246
ISSN-L : 1884-6246
論文
SIMULATION ANALYSIS OF A DAMAGED 9-STORY SRC BUILDING DURING THE 2011 GREAT EAST JAPAN EARTHQUAKE
Miao CAOMasato MOTOSAKATsoggerl TSAMBAKazushi YOSHIDA
著者情報
ジャーナル フリー

2013 年 13 巻 2 号 p. 2_45-2_64

詳細
抄録

A 9-story steel frame reinforced concrete building in Sendai was severely damaged during the 2011 Great East Japan Earthquake. Fortunately, two seismometers were emplaced at the 1st floor and the 9th floor, and the whole earthquake records were observed during this earthquake. The nonlinear response analysis of the building is simulated which based on the elastic plastic properties of constituent structural elements during the earthquake. And a partial uplift phenomenon between the 2nd floor and the 3rd floor which observed is confirmed by the simulation analysis.

著者関連情報
© 2013 Japan Association for Earthquake Engineering
前の記事 次の記事
feedback
Top