【24h】

ASEISMIC CHARACTERS OF TENON-MORTISE JOINTS OF CHINESE ANCIENT WOODEN CONSTRUCTION BY NUMERICAL ANALYSIS

机译:数值分析的中国古代木结构建筑榫NON结构抗震性能

获取原文

摘要

In order to protect Chinese ancient buildings, seismic characters of tenon-mortise joints of Chinese ancient wooden construction are studied by numerical methods. Model of an one-storey wooden construction is built which considers 3 types of connection joints of beam and column: Swivel joint, rigid joint and semi-rigid joint (tenon-mortise joint).Motion Equation of the model under seismic force is deduced and modal as well as time-history analysis are carried out to study dynamic characters and earthquake responses of tenon-mortise joints. Different column base conditions are also considered for earthquake response analysis. Results show that compared to the other two types of joints, basic frequency of the model with tenon-mortise joints is smaller, under earthquake forces its peak values of acceleration are lower which shows its good aseismic characters.
机译:为了保护中国古代建筑,采用数值方法研究了中国古代木结构榫眼榫的抗震性能。建立了一种考虑到梁和柱的三种连接节的木结构建筑模型:旋转节,刚性节和半刚性节(榫眼节),推导了模型在地震力作用下的运动方程,进行了模态分析和时程分析,研究榫-节点的动力特性和地震反应。地震响应分析也考虑了不同的柱基条件。结果表明,与其他两种类型的节理相比,具有榫mort节理的模型的基本频率较小,在地震作用下其加速度峰值较低,显示出良好的抗震性能。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号