Item Description
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
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Archive
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Geolocation
35.7204338, 140.6464692
Latitude
35.7204338
Longitude
140.64646919999996
Location
35.7204338,140.64646919999996
Media Creator Username
KH
Media Creator Realname
KH
Frequency
Archive Once
Scope
One Page
Language
English
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Japanese Title
日本地震工学会論文集｜Vol.13 (2013) No. 2｜SIMULATION ANALYSIS OF A DAMAGED 9-STORY SRC BUILDING DURING THE 2011 GREAT EAST JAPAN EARTHQUAKE [PDF]
Japanese Description
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
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frequency | Once | scope | Page | email | | language | English|
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URI
http://wayback.archive-it.org/2438/20110301000000/https://www.jstage.jst.go.jp/article/jaee/13/2/13_2_45/_pdf
Attribution URI
https://www.jstage.jst.go.jp/article/jaee/13/2/13_2_45/_pdf