摘要
主要对故宫太和殿山面扶柁木结构现状进行了静力分析,根据扶柁木卯榫节点连接特点,采用ANSYS仿真技术,研究了支顶前后的扶柁木结构力学和变形,详细分析了各项相关参数,得出了有效结论。供古建筑结构保护参考。
The static analysis on timber beams of the side-roof of Tai-he Palace in the Imperial Palace is introduced. According to the characters of mortice and tenon joints,it uses computer techniques such as ANSYS simulation to study difference of the mechanics and deflection performance between add-ons support and without support of the beam.It analyses variant parameter and draws valuable conclusions which is helpful for protection of ancient timber structure.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期923-926,共4页
Building Structure
关键词
太和殿
扶柁木
卯榫节点
支顶
ANSYS仿真
Tai-he Palace
timber beam
mortice and tenon joints
add-ons support
ANSYS simulation
