| 注册
首页|期刊导航|建筑结构学报|十字木枋支承柱脚节点空间受力性能及损伤研究

十字木枋支承柱脚节点空间受力性能及损伤研究

吴亚杰 宁雨欣 谢启芳 张利朋 王明谦

建筑结构学报2025,Vol.46Issue(4):153-164,12.
建筑结构学报2025,Vol.46Issue(4):153-164,12.DOI:10.14006/j.jzjgxb.2024.0267

十字木枋支承柱脚节点空间受力性能及损伤研究

Spatial mechanical properties and damage analysis of column foot joints with cross intersected timber beams

吴亚杰 1宁雨欣 2谢启芳 3张利朋 1王明谦4

作者信息

  • 1. 西安建筑科技大学土木工程学院,陕西西安 710055||西安建筑科技大学结构工程与抗震教育部重点实验室,陕西西安 710055
  • 2. 西安建筑科技大学土木工程学院,陕西西安 710055
  • 3. 西安建筑科技大学土木工程学院,陕西西安 710055||东北林业大学土木与交通工程学院,黑龙江哈尔滨 150040
  • 4. 上海市建筑科学研究院有限公司,上海 200032
  • 折叠

摘要

Abstract

The spatial mechanical properties of column foot joints with cross intersected timber beams(CFJCITBs)contribute significantly to the seismic responses of multi-story ancient timber structures.In this paper,a finite element modelling method for CFJCITBs was adopted and validated using existing experiments.Rotational analysis of the CFJCITBs under different loading directions was conducted.The differences in the spatial mechanical properties and damage modes were indicated.A simplified spatial model was further proposed.The research indicates that the spatial mechanical properties and damage modes of the CFJCITBs are related to the vertical compression,the rotation direction and angle of rotation.During the initial rotation stage,the rotational stiffness of the CFJCITBs along different rotation directions is close.With the increase of the rotation angle,the differences in the spatial mechanical property of the CFJCITBs with smaller vertical load are more remarkable.Compared to those of the joints around the longitudinal axes of the timber beams,the joint moment under 45° loading to the longitudinal axes of timber beams is decreased by 27%and the timber beams are prone to embedment damage.With the increase of the vertical load,the difference in spatial mechanical property is reduced and the joints are more easily damaged around the longitudinal axes of the timber beams.The proposed simplified model agrees well with the finite element simulation results,and therefore the model could be utilized in spatial analysis of multi-story traditional timber structures.

关键词

多层古建筑木结构/十字木枋/柱脚节点/空间力学性能/损伤

Key words

multi-story ancient timber structure/cross intersected timber beam/column foot joint/spatial mechanical property/damage

分类

建筑与水利

引用本文复制引用

吴亚杰,宁雨欣,谢启芳,张利朋,王明谦..十字木枋支承柱脚节点空间受力性能及损伤研究[J].建筑结构学报,2025,46(4):153-164,12.

基金项目

国家自然科学基金项目(52108284,52178303),陕西省重点研发计划(2024SF-YBXM-627). (52108284,52178303)

建筑结构学报

OA北大核心

1000-6869

访问量0
|
下载量0
段落导航相关论文