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

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
批准号:
16201039
负责人:
SUZUKI Yoshiyuki
金额:
$25.63万
依托单位:
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
项目状态:
已结题
起止时间:
2004 至 2006

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中文摘要
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英文摘要
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
期刊论文(329)
专著(0)
科研奖励(0)
会议论文
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: --
作者: [杉山亮太, 鈴木祥之, 後藤正美, 村上博]
通讯作者: 村上博
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: --
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: --
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
DOI: --
发表时间: 2006
期刊: 日本建築学会構造系論文集 No.609
影响因子: --
作者: [棚橋秀光, 清水秀丸, 鈴木祥之]
通讯作者: 鈴木祥之
154
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