不同填充墙体对木框架抗震性能的影响研究  

RESEARCH ON THE IMPACT OF DIFFERENT FILLED WALL BODIES ON THE SEISMIC PERFORMANCE OF WOOD FRAME

作　　者：荣珂欣 孟昭博[1] 高志伟 RONG Kexin;MENG Zhaobo;GAO Zhiwei(School of Civil Engineering,Liaocheng University,Shandong Liaocheng 252000,China)

机构地区：[1]聊城大学建筑工程学院,山东聊城252000

出　　处：《低温建筑技术》2024年第12期138-143,共6页Low Temperature Architecture Technology

摘　　要：古建筑作为我国文物的重要组成部分,其中以木结构构件承重为主要的结构形式,承载着厚重的文化历史。文中通过分析关于抬梁式与穿斗式两种结构形式下不同材料的墙体,总结了包括土坯墙、砌体墙、带支撑的填充墙等不同墙体对于抗震性能的不同影响。研究表明不同类型的填充墙体对木框架的抗震性能具有显著影响,合理的填充墙体设计和选择能够显著提高木框架结构的抗震承载力和耗能能力,为研究填充墙对于木框架性能的影响提供参考建议。Ancient buildings are the main component of cultural relics in China,with wooden structural components being the primary load-bearing form,carrying a rich cultural history.This paper summarizes and analyzes the effects of different wall materials under two structural forms,including the purlin-raised beam construction and the through-tenon connection construction.These materials include adobe walls,masonry walls,and infilled walls with supports.The study shows that different types of infilled walls have a significant impact on the seismic performance of wooden frames.A reasonable design and selection of infilled walls can significantly improve the seismic bearing capacity and energy dissipation capacity of wooden frame structures.The paper provides reference suggestions for future research on the influence of infilled walls on the performance of wooden frames.

关 键 词：填充墙体 木框架抗震性能 木结构建筑 

分 类 号：TU352.11[建筑科学—结构工程]