剪力墙类型对钢木混合结构抗震性能的影响
Effect of shear wall type on seismic performance of steel-wood hybrid structure
董翰林 1朱兴来 1陶婧妍 1方明霁1
作者信息
- 1. 上海师范大学建筑工程学院,上海 201418
- 折叠
摘要
钢框架-木剪力墙结构是一种适用于多高层的绿色低碳结构体系.木剪力墙可分为轻木剪力墙和重木剪力墙两种类型,掌握不同剪力墙类型对结构地震响应的影响规律可为结构设计提供依据.本文使用专为木结构开发的新型单轴滞回模型DowelType,模拟轻木、重木剪力墙混合结构,建立4层有、无墙顶摩擦型阻尼器的混合结构模型,进行频遇地震和罕遇地震下的非线性时程分析,得到层间位移角、结构内力水平、阻尼器耗能等响应的分布,总结了剪力墙类型对上述响应的影响规律.
Abstract
Hybrid steel frame and timber shear wall structure was a green and low-carbon structural system suitable for multi-story buildings.Timber shear walls could be divided in two types:light wood-framed shear wall and mass timber shear wall.A basis could be provided for structural design by comprehending the influence of different shear wall types on the seismic response of structures.In this paper,a novel uniaxial hysteretic model developed for timber structures was used to simulate hybrid structures with two types of wood shear walls.Four-story building structure models with and without friction damper on the top of the walls were established.Nonlinear time-history analyses under frequent and rare earthquakes were conducted.As a result,the distribution of responses,including the inter-story drift,the force level of structural components,and the dissipated energy,were obtained.Lastly,the influence of shear wall types on these responses was revealed and generalized.
关键词
木剪力墙/DowelType模型/摩擦型阻尼器/钢木混合结构/抗震性能Key words
timber shear wall/DowelType model/friction damper/steel-wood hybrid structure/seismic performance引用本文复制引用
出版年
2024
NETL
NSTL
万方数据