A STUDY ON DYNAMIC CHARACTERISTICS OF TRADITIONAL WOODEN BUILDING
A STUDY ON DYNAMIC CHARACTERISTICS OF TRADITIONAL WOODEN BUILDING
批准号:
10650584
负责人:
UCHIDA Akito
金额:
$1.86万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 1999
中文摘要
由于传统的木结构建筑一般都是有价值的文化财产,我们通常要用无损检测的原理来了解它们的动态特性。微振动测量是一种利用高灵敏度传感器测量振幅从1/1000 mm到1/100 mm的建筑物连续微振动的方法。该方法不会对建筑物造成损伤或摇摆,而且在测量过程中传感器容易放置在梁或地板上,具有良好的适用性。为了了解日本传统木结构建筑的动力特性,对9栋建筑进行了微震测量。通过对微震记录的快速傅立叶变换分析,得到了各建筑物的固有频率、阻尼系数和振型。其次,在考虑柱子抗摇摆和粘土墙影响的情况下,估算了其中五栋建筑的侧向荷载-位移关系。利用计算的初始刚度值和质量估计值,得到了平行模振动的固有频率值。最后,将计算得到的固有频率值与微动测量值进行了比较。比较表明,固有频率的计算值与观测值之间有较好的相关性,但计算值的绝对值低于观测值。因此,微震测量作为日本传统木结构建筑抗震性能无损诊断的一种方法似乎是适用的。
英文摘要
As the traditional timber buildinds are generally valuable cultural properties, we usually have to employ the non destructive examination philosophy to understand their dynamic characteristics. Micro tremor measurement is a method of measuring the continuous micro vibration of the buildings whose amplitude is from 1/1000 mm to 1/100 mm with high sensitive sensors. This method is satisfactorily applicable as it is not to damage or swing the buildings and it is easy to place the sensors on the beam or floor during the measurement.To clarify the dynamic characteristics of Japanese traditional timber buildings, micro tremor measurement were performed on nine buildings. By FFT analysis on the record of micro tremor, we obtained natural frequencies , damping factors and vibration modes of each building. Next, the lateral load- displacement relationships of five buildings among them were estimated, considering column rocking resistance and the effect of clay walls. And the values of natural frequency for parallel mode vibration were obtained using calculated values of initial stiffness and the estimated values of mass. Finally , the calculated values of natural frequency were compared with those observed in micro tremor measurements. The comparison showed an adequate correlation between the calculated values and the observed values of natural frequency, though the absolute values by calculation were lower than those observed. Therefore, micro tremor measurement seems to be applicable as one method in non-destructive diagnosis for seismic performance of.Japanese traditional timber buildings.
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UCHIDA Akito: "Vibrfation Mode of Five-storied Wooden Pagoda"Cultural Properties from the Scientific Research view. Vol.6. 19-23 (1999)
内田明人:从科学研究的角度看“五层木塔的振动模式”文化财产。
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A.Uchida,N.Kawai,et al.: "DYNAMIC CHARACTERISTICS IN JAPANESE TRADITIONAL TMBER BUILDINGS" 5^<th>WORLD CONFERENCE ON TIMBER ENGINEERING. vol.2. 34-41 (1998)
A.Uchida、N.Kawai 等人:“日本传统木材建筑的动态特性”第 5 届世界木材工程大会。
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Akito UCHIDA: "DYNAMIC CHARACTERISTICS IN JAPANESE TRADITIONAL TIMBER BUILDINGS"5^<th> WORLD CONFERENCE ON TIMBER ENGINEERING. Vol.2. 34-41 (1998)
Akito UCHIDA:“日本传统木结构建筑的动态特征”第 5 届世界木结构工程大会。
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内田昭人: "木塔の謎を解明"月刊 古代研究. 2月号. 47-59 (1999)
内田明人:《揭开木塔之谜》《古代研究月刊》2 月号(1999 年)。
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内田昭人: "伝統的木造建築物の振動特性 その7。清水寺仁王門と南禅寺三門の常時微動測定"日本建築学会大会学術講演梗概集. C-1. 259-260 (1998)
内田明人:“传统木制建筑的振动特性第 7 部分。清水寺二王门和南禅寺三门的连续微动测量”日本建筑学会会议学术讲座摘要 C-1。 )
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共 16 条
A STUDY ON DYNAMIC CHARACTERISTICS OF TRADITIONAL WOODEN BUILDING BY MICRO TREMOR MEASUREMENT
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批准号:06452290
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项目类别:Grant-in-Aid for Scientific Research (B)
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资助金额:$4.8万
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财政年份:1994
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负责人:UCHIDA Akito
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依托单位:
A STUDY OF STRUCTURAL STABILITY IN TRADITIONAL WOODEN BUILDINGS
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批准号:04650579
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.28万
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财政年份:1992
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负责人:UCHIDA Akito
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依托单位:
海外基金