GUO Rui
Associate Professor
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Supervisor of Master's Candidates
- Master Tutor
- Gender:Male
- Education Level:PhD graduate
- Degree:Doctor of engineering
- Business Address:Southwest Jiaotong University, No.111, 1st North Section, 2nd Rind Road, Chengdu, 610031 P.R.China
- Professional Title:Associate Professor
- Academic Titles:西南交通大学归国华侨联合会副主席
- Other Post:成都市金牛区归国华侨联合会常务委员、副主席
- Alma Mater:Kyushu University
- Supervisor of Master's Candidates
- School/Department:School of Civil Engineering
- Discipline:Civil Engineering
Contact Information
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- Paper Publications
铺作层布置对古建筑木结构抗震性能的影响
- Affiliation of Author(s):西南交通大学
- Journal:土木工程学报
- Funded by:国家自然科学基金(51878559)； 中国工程院咨询研究项目(2010-ZD-4)
- Key Words:古建筑木结构; 铺作层布置; 斗栱尺度; 斗栱数量; 抗震性能; 数值分析;
- Abstract:古建筑木结构中斗栱形制及补间铺作斗栱的布置有清晰的历史演变规律。为研究斗栱的尺度从大到小、补间铺作的斗栱数量由少到多的变化对古建筑木结构抗震性能的影响,以饶益寺大佛殿和保国寺祥符殿的铺作层布置为参照,设计出4种不同铺作层布置的数值模型,并对其进行地震作用下的动力时程分析,研究不同铺作层布置的模型在不同地震激励作用下柱脚、普拍枋顶面、斗栱顶面的加速度和位移反应。研究结果表明:在水平地震作用下,柱脚、普拍枋顶面、斗栱顶面的加速度依次减小。当斗栱的尺度减小后,铺作层对地震动加速度的衰减作用降低,侧向变形能力也减小。当斗栱的尺度不变,布置数量越多、布置越规整,铺作层对地震动加速度的衰减作用越强,柱架层及铺作层的侧向变形也减小。在强震作用下,斗栱的尺度减小后,额枋榫头及馒头榫处的应力虽均有增大,但馒头榫处的应力增加更明显。
- Co-author:袁双
- First Author:panyi
- Indexed by:EI
- Correspondence Author:GUO Rui
- Document Code:1000-131X(2019)03-0029-12
- Discipline:Civil Engineering
- Document Type:J
- Volume:52
- Issue:3
- Page Number:29-40
- ISSN No.:1000-131X
- Translation or Not:no
- CN No.:11-2120/TU
- Date of Publication:2019-03-15
- Included Journals:EI
- Links to published journals:https://kns.cnki.net/KCMS/detail/detail.aspx?dbcode=CJFQ&dbname=CJFDLAST2019&filename=TMGC201903004&v=MTU0OTdJUjhlWDFMdXhZUzdEaDFUM3FUcldNMUZyQ1VSN3FmWk9kdUZ5cmtVcjNMTVNETWJiRzRIOWpNckk5Rlk=