鉄骨加工に適用する方杖型式扇形ダンパーに関する研究(その2)扇形ダンパー付ト字形架構の載荷実験
URI | http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/9763 | ||||||||||||||||||||||||
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kenkyuhen45157.pdf
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Open Date
:2012-01-27
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Title |
鉄骨加工に適用する方杖型式扇形ダンパーに関する研究(その2)扇形ダンパー付ト字形架構の載荷実験
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Author |
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Subject |
Steel damper
Vibration-controlled structures
Hysterestic properties
Beam-to column connection
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Abstract |
In this paper, the static characteristics of the T shaped frame with bended steel damper were investigated by cyclic loading test. The test parameters were the methods of connections and the number of dampers. Also, one stovy-one bay frame with the damper is veryfied. to have enough safety for seven earthquake by use of calculation of vespouse and limit Capacity. The test result showed that the compressive strength. The plastic deformation capacity of the damper is enough for seven earthquake ground motion. |
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Journal Title |
広島工業大学紀要. 研究編
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Volume |
45
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Spage |
157
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Epage |
164
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Published Date |
2011
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Publisher |
広島工業大学
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ISSN |
1346-9975
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NCID |
AA11599110
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NAID |
40018724478
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Language |
jpn
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NIIType |
Departmental Bulletin Paper
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Text Version |
出版社版
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Old URI | |||||||||||||||||||||||||
Set |
it-hiroshima
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