日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
構造
既存木造軸組構法住宅の耐震性評価の精度向上のための常時微動の活用に関する研究
−実測値と理論値の関係−
柳澤 泰男田端 千夏子大橋 好光
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ジャーナル フリー

2011 年 17 巻 37 号 p. 873-878

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抄録
In order to establish a method to evaluate the seismic performance of existing wooden houses by microtremor measurements, we studied the possibility of using natural frequency as an index.
We could obtain a higher correlation between the natural frequency of a house calculated from the stiffness of the walls and the weight of the house, and the natural frequency from microtremor of the house, by using the stiffness acquired without applying reduction factor with joints, foundation and deterioration. The correlation was also improved greatly by using the stiffness in the microdeformation instead of that which is currently used for seismic diagnosis.
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© 2011 日本建築学会
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