永乐大钟梯形木架稳定性初探

IMECH-IR > 力学所知识产出(1956-2008)

	永乐大钟梯形木架稳定性初探
Alternative Title	A PRELIMINARY ANALYSIS ON STABILITY OF THE TRAPEZOIDAL WOOD RACK OF THE YONGLE BIG BELL
	张双寅
Source Publication	力学与实践
	2008-12-08
Volume	30 Issue:6 Pages:18-21
Abstract	对北京市大钟寺悬挂永乐大钟的梯形木架结构的稳定性进行了初步分析,根据弹性结构稳定性理论的能量法和中国古建筑结构"卯榫"接头抗弯性能的简化的本构模型,采用"对比法"分析了二维梯形木架的结构稳定性;结果表明中国古建筑木架结构的"收分"形状设计对增大木架稳定性有很大作用,立柱"侧角"越大,稳定性越好,收分形式设计凸现中国古代工程技术人员的聪明智慧.
Keyword	梯形木架弹性稳定性卯榫结构侧角设计
Indexed By	CSCD
Language	中文
CSCD ID	CSCD:3498617
Citation statistics
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/41380
Collection	力学所知识产出(1956-2008)
Corresponding Author	张双寅
Recommended Citation GB/T 7714	张双寅. 永乐大钟梯形木架稳定性初探[J]. 力学与实践,2008,30,6,:18-21.
APA	张双寅.(2008).永乐大钟梯形木架稳定性初探.力学与实践,30(6),18-21.
MLA	张双寅."永乐大钟梯形木架稳定性初探".力学与实践 30.6(2008):18-21.

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