权益分类	功能权益	普通用户	{{item.name}}会员
{{category.name}}	{{benefitItem.name}}

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

这项研究的目标是开发具有高抗震性能的传统木结构建筑的抗震和加固设计方法，开发新的结构构件进行加固，并利用保护和加强文化遗产木结构建筑，如Kyo-mchiya房屋、神社和模板1。木结构抗震性能评估方法的建立利用E-Defense进行了Kyo-Mchiya木结构和传统木结构的振动台试验。对传统木结构房屋抗震性能评价方法进行了验证。通过对2007年Noto Hanto地震和2007.2年Niigataken Chuetsu-oki地震中受损木结构建筑的勘察，对传统民居和寺庙的抗震性能进行了评估。木构件结构劣化诊断通过调查木构件的结构劣化和e-…，建立了木构件的结构劣化诊断更稳定的耐久性检测方法。通过2007年的Noto Hanto地震勘察，对因腐烂和白蚁破坏的房屋进行了劣化诊断，并研究了劣化对抗震性能的影响。抗震设计方法的发展提出了一种基于反应极限能力分析的抗震设计方法来评估传统木结构建筑的抗震性能。建筑标准法于2007年6月修订。这一修改对传统木结构建筑的抗震设计造成了严重的社会困扰。对基于反应极限能力分析的抗震设计方法进行了重新思考。研究了框架柱的滑移和水平框架的变形。并将本文提出的抗震设计方法应用于实际。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，干泥墙和梯形框架被开发出来。通过振动台试验验证了这些构件的加固效果。这些抗震加固构件在房屋和神社、寺庙等大型建筑中得到了实际应用。在文化遗产和历史木结构建筑保护与加固中的应用通过对现有寺庙的抗震性能评估和抗震加固方法的研究，开发了抗震加固方法并应用于实际，提出的方法是有用的，并可有效地应用于文化遗产和历史木结构建筑的加固。较少

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）

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

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