基于斗拱构造的故宫古建筑抗震性能研究OACHSSCD
Aseismic Performances of Ancient Buildings of the Forbidden City Based on Constitution of Dougong(Tou-Kung)
为更好地保护故宫古建筑,基于数值模拟与静动力试验方法,研究了斗拱的抗震性能.选取了太和殿斗拱,开展了基于斗拱构造的太和殿结构整体抗震性能研究、斗拱构造本身的抗震性能研究,获得了斗拱的抗震参数.选取了南三所门廊,制作了考虑斗拱构造的1∶2缩尺比例模型,进行了振动台试验,获得了结构在极端烈度地震作用下的抗震性能.结果表明:斗拱构造对结构的整体抗震性能具有一定的积极贡献;地震作用下,在斗拱变形较小时,斗拱的耗能能力通过构件之间的挤压产生;斗拱变形较大时,其耗能能力主要通过构件之间的相对滑移产生;极端烈度地震作用下,斗拱破坏不明显,体现优秀的抗震能力.
To effectively protect ancient buildings of the Forbidden City,the aseismic performances of tou-kung is studied by simulation and static dynamic experimental means.The tou-kung of Taihe Pal-ace is selected to study its aseismic contribution to the whole structure,and its seismic performances is also studied,thereby obtaining key seismic parameters.A 1∶2 scale model of porch of Nansansuo-buildings is built,its seismic performances of under conditions of high-intensity earthquakes based on tou-kung constitution is obtained.Results show that tou-kung constitution contributes highly to seismic resistance of the structure.Energy dissipation capacity of tou-kung mainly comes from the extrusion effect among its components under the condition of its small deformation;while from friction sliding a-mong its components under its large deformation.Under high-intensity earthquakes,tou-kung is hardly destroyed,demonstrating excellent aseismic performances.
周乾
故宫博物院 故宫学研究院,北京 100009
建筑与水利
故宫古建筑斗拱构造抗震性能抗震贡献
ancient buildings of the Forbidden Cityconstitution of tou-kungaseismic performanceaseismic contribution
《土木工程与管理学报》 2026 (4)
71-76,6
国家自然科学基金(51878182)
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