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
常時微動測定に基づく現代的構法による木造寺院本堂2棟の振動特性の特徴
入江 康隆鶴田 純一秋山 高規宮澤 健二
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ジャーナル フリー

2008 年 14 巻 27 号 p. 91-94

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抄録
In order to estimate the dynamic characteristics of two temples constructed by modern method, we carried out microtremor measurements. The main results obtained from microtremor measurements and analytical investigations are as follows.
Natural frequency of these temples distributes from 4.3 to 5.0 Hz.Torsional angle between first and second floor is about 10-8 rad.
Damping constants for translate mode distribute from 2.5 to 4 % and those for torsional mode distribute from 1.5 to 3 %. Results obtained by an analytical model considering two axis eccentricities satisfactorily coincidences with results obtained by microtremor measurements.
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© 2008 日本建築学会
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