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Study on seismic design and enhancement design of traditional wooden buildings in preparation for large earthquakes

传统木结构建筑抗震设计及加固设计研究应对大地震

基本信息

批准号：
16201039
负责人：
SUZUKI Yoshiyuki
金额：
$ 25.63万
依托单位：
Kyoto University
依托单位国家：
日本
项目类别：
Grant-in-Aid for Scientific Research (A)
财政年份：
2004
资助国家：
日本
起止时间：
2004 至 2006
项目状态：
已结题

来源：
https://kaken.nii.ac.jp/en/grant/KAKENHI-PROJECT-16201039/
关键词：
wooden structure seismic performance evaluation seismic design method enhancement design dry mud wall laddery frame traditional wooden building temple 耐久性評価伝統構法傾斜復元力特性横架材の曲げモーメント耐久性能評価木のめり込み

项目摘要

The objectives of this study are to develop seismic and enhancement design methods endowing high seismic performance with traditional wooden buildings and to develop new structural members for reinforcement, and to use conservation and enhancement of cultural heritage wooden buildings such as Kyo-machiya houses, shrines and temples.1. Development of method for seismic performance evaluation of wooden framesShaking table tests of Kyo-machiya and traditional wooden frames using the E-defense were carried out. The evaluation method of seismic performance of traditional wooden buildings was verified. The seismic performance traditional houses and temples were evaluated by reconnaissances of damaged wooden buildings from the Noto Hanto Earthquake in 2007 and the Niigataken Chuetsu-oki Earthquake in 2007.2. Structural deterioration diagnosis of timber membersThe structural deterioration diagnosis of timber members is developed by investigating structural deterioration of timber members and e … More stablishing a inspection method of durability. The deterioration diagnosis of damaged houses from decay and termite were investigated from the reconnaissance of the Noto Hanto Earthquake in 2007, and the influence of deterioration to seismic performance was investigated.3. Development of seismic design methodsThe seismic design method based on a simple method "response-limit capacity analysis" to evaluate the seismic performance of traditional wooden buildings is proposed. The building standards law was revised in June, 2007. This revision caused serious social trouble on the seismic design of traditional wooden buildings. The seismic design method based the response-limit capacity analysis was reconsidered. The slipping of column and deformation of horizontal frame were investigated. And the seismic design method was put to practical use4. Development of seismic enhancement methodAs seismic reinforcement members applicable to traditional wooden buildings, dry mud-walls and laddery frames were developed. The reinforcement effect of these members were verified by shaking table tests. These seismic reinforcement members were applied in practical use for houses and large scale buildings such as shrine and temple.5. Application to conservation and enhancement of cultural heritage and historical wooden buildingsThe seismic enhancement method was developed and put to practical use by evaluating the seismic performance and investigating the seismic enhancement method for a existing temple.The proposed method is useful and is applied availably to the enhancement of cultural heritage and historical wooden buildings such as shrines and temples. Less

本研究的目的是开发抗震和增强设计方法赋予高抗震性能的传统木结构建筑和开发新的结构构件进行加固，并利用保护和增强文化遗产木结构建筑，如京町屋，神社和寺庙。1.木结构抗震性能评估方法的开发利用E-defense对京町屋和传统木结构进行了振动台试验。验证了传统木结构建筑抗震性能的评价方法。通过对2007年诺托坂东地震和2007年新潟县中越地震中受损的木结构建筑物的勘察，对传统房屋和寺庙的抗震性能进行了评估。木构件的结构劣化诊断通过对木构件结构劣化的研究， ...更多信息建立耐久性检验方法。从2007年诺托坂东地震的现场勘察开始，对因腐朽和白蚁而受损的房屋进行了劣化诊断，并对劣化对抗震性能的影响进行了调查.抗震设计方法的发展提出了一种基于反应极限承载力分析的简单方法来评估传统木结构房屋抗震性能的抗震设计方法。2007年6月修订了建筑标准法。这次修改给传统木结构建筑的抗震设计带来了严重的社会麻烦。对基于反应极限承载力分析的抗震设计方法进行了反思。分析了柱的滑移和水平框架的变形。并将抗震设计方法应用于实际工程中。抗震加固方法的发展作为适用于传统木结构建筑的抗震加固构件，开发了干泥墙和梯架。通过振动台试验验证了这些构件的加固效果。这些抗震加固构件已在实际工程中应用于房屋及神社、寺庙等大型建筑物.在文物古迹和历史木建筑保护加固中的应用通过对一座寺庙的抗震性能评估和抗震加固方法的研究，提出了一种抗震加固方法，并将其应用于实际工程中，该方法对文物古迹和历史木建筑如寺庙、神社等的抗震加固具有一定的实用价值。少

项目成果

期刊论文数量（329）

专著数量（0）

科研奖励数量（0）

会议论文数量（0）

专利数量（0）

乾式土壁パネルを用いた木造軸組耐力壁の開発

使用干土墙板开发木框架承重墙

DOI：
发表时间：
2006
期刊：
日本建築学会技術報告集 24号
影响因子：
0
作者：
杉山亮太;鈴木祥之;後藤正美;村上博
通讯作者：
村上博

強化乾式土壁パネルを用いた耐力壁の静的載荷実験による耐震性能評価

加筋干土墙板承重墙静载试验评价抗震性能

DOI：
发表时间：
2006
期刊：
第12回日本地震工学シンポジウム論文集
影响因子：
0
作者：
古田壮宏(発表者);佐々木美裕;鈴木敦夫;K. Tachiban;桑嶋健一;杉山亮太・鈴木祥之・斎藤幸雄・田代靖彦
通讯作者：
杉山亮太・鈴木祥之・斎藤幸雄・田代靖彦

伝統木造寺院の耐震性能評価と耐震補強設計

传统木结构寺庙抗震性能评价及抗震加固设计

DOI：
发表时间：
2006
期刊：
第12回日本地震工学シンポジウム論文集
影响因子：
0
作者：
Nomura;K.;K. Kurogi;M. Morita;M. Kanemaki;E. Saitoh;S. Kawakami;C. Cho;Sutopo;M.O. Faruque;T. Amano;橘和夫;田代靖彦・小松慎二・多賀謙蔵・斎藤幸雄・鈴木祥之
通讯作者：
田代靖彦・小松慎二・多賀謙蔵・斎藤幸雄・鈴木祥之

パステルナーク・モデルに基く直交異方性木材の部分圧縮による弾性表面変位

基于帕斯捷尔纳克模型的正交各向异性木材部分压缩引起的弹性表面位移