南京工业大学学报（自然科学版）2024，Vol.46Issue(4)：368-377,10.DOI:10.3969/j.issn.1671-7627.2024.04.002
多高层木结构建筑抗震性能及设计方法研究进展
Research progress on seismic performance and design methods for multi-storey timber structures
摘要
Abstract
As an important part of Chinese traditional architectural culture,timber structures are characterized by low carbon emissions,environmental friendliness,and good seismic performance.With the development of prefabricated buildings and the implementation of the"Dual Carbon"strategy,research on timber structures and their applications in engineering has gradually become a hot topic in the industry.Focusing on the passive seismic resistance of timber structures,this paper expounded on the structural systems,seismic codes,and seismic design methods.It analyzed and summarized the latest progress and development trends in seismic research.The lateral stiffness,failure modes,deformation,and energy dissipation capacity of common structures were researched.The paper also compared and summarized the calculation of base seismic forces in the seismic codes of different countries and areas,integrating existing research on seismic design methods to provide a reference for the development and engineering applications of seismic resistance in timber structures.关键词
木结构/抗震研究/结构体系/抗震规范/抗震设计方法Key words
timber structure/seismic research/structural system/seismic code/seismic design method分类
建筑与水利引用本文复制引用
卜阳,陆伟东,查杭飞,包英威,徐超,胡中平..多高层木结构建筑抗震性能及设计方法研究进展[J].南京工业大学学报（自然科学版）,2024,46(4):368-377,10.基金项目
江苏省研究生科研创新计划(KYCX23_1393) （KYCX23_1393）
国家自然科学基金(51878345) （51878345）
