首页|基于无损检测的残损古建筑木结构受力性能研究

基于无损检测的残损古建筑木结构受力性能研究

Study on mechanical properties of damaged ancient timber structure based on nondestructive testing

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硬山式是中国古建筑中最常见的形式.古建筑木结构在历经上百年之后存在不同程度的残损,为了建立更接近实际残损现状的有限元模型,并研究残损对古建筑木结构整体受力性能的影响,选取了北京某四合院民居中的硬山式古建筑木结构为研究对象.通过无损检测,确定了结构的残损类型和残损状况.基于无损检测结果,分别建立了结构的完好和残损有限元模型,对其进行了模态分析、静力计算和地震响应计算.最后,对影响结构频率的各残损参数进行了敏感性分析.研究结果表明:材料的老化、构件和节点的残损降低了结构的刚度和自振频率;在静力作用下,残损结构中构件的最大应力大于完好结构;在地震作用下,残损结构的最大加速度、最大位移和最大位移角均大于完好结构;各残损参数中材料弹性模量对结构频率的影响最大,榫卯拉压刚度的影响最小.
The flush gable roof is the most popular style of Chinese ancient building.The ancient timber structure has experienced different degrees of damaged after hundreds of years.In order to establish a finite element model which is closer to the actual damage situation,and to study the influence of the damage on mechanical properties of ancient timber structure,an ancient timber structure with flush gable roof in a quadrangle dwelling in Beijing was considered as a research object.Through the nondestructive testing,the structural damage types and damage conditions were confirmed.Based on the nondestructive testing result,both the intact and damaged finite element models of the structure were established,and modal analysis,statical calculation and seismic response calculation were conducted.Finally,the sensitively analysis of the damaged parameters affecting the structural stiffness was proceeded.The study results show that the aging of materials and damage of components and joints reduce the structural stiffness and natural frequency.Under the action of static forces,the maximum stress of components of damaged structure is greater than that of the undamaged structure.Under the action of earthquake,the maximum acceleration,maximum displacement and maximum displacement angle of damaged structure are greater than those of the undamaged structure.Elasticity module is the most sensitive parameter for the structural frequency,while the tension and compression stiffness of the mortise and tenon joint is the least sensitive parameter.

ancient timber structurenondestructive testingdamagedstatical analysisseismic response analysissensitive analysis

白晓彬、陈慧慧、梁宁博、刘崇焱、杨娜

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中冶建筑研究总院有限公司检测中心,北京 100088

北京交通大学土木建筑工程学院,北京 100044

古建筑木结构 无损检测 残损 静力分析 地震响应分析 敏感性分析

国家重点研发计划

2019YFC1520802

2024

建筑结构
中国建筑设计研究院 亚太建设科技信息研究院 中国土木工程学会

建筑结构

CSTPCD北大核心
影响因子:0.723
ISSN:1002-848X
年,卷(期):2024.54(5)
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