结构工程师2017，Vol.33Issue(5)：76-83,8.
多高层重木框架-混凝土核心筒混合结构抗震性能研究
Study on Seismic Performance of Mid-and High-rise Wood-concrete Hybrid Structures
摘要
Abstract
Traditional civil wooden structure buildingsarerestricted to traditional concept and the protection of green building,and have been limited tothreefloors and below.With opening of thoughts anddevelopmentof science and technology,more and more people are apt to accept wooden structures,and development of highrise wooden structures is an inevitable trend.In this paper,macro analysis of the feasibility of senior wooden structures was conducted.The possibility of using wood-concrete hybrid structures to construct high-rise buildings was analyzed using general finite element software ABAQUS,wherethe largestroof displacement,interstorydrift angles,acceleration amplification values were compared through elasto-plastic time history analyses.Elasto-plastic time history analysis is the most accurate method to evaluate seismic performance of building structures.关键词
中高层木结构/ABAQUS分析/弹塑性分析Key words
mid-and high-rise wooden building/ABAQUS/elasto-plastic analysis引用本文复制引用
郁敏杰,陆伟东..多高层重木框架-混凝土核心筒混合结构抗震性能研究[J].结构工程师,2017,33(5):76-83,8.基金项目
国家自然科学基金资助项目(51378255)、“江苏省科技支撑计划-社会发展(BE2013717)” （51378255）
