高层建筑结构之非线性地震响应分析

IMECH-IR > 力学所知识产出(1956-2008)

	高层建筑结构之非线性地震响应分析
	田千里; 关国雄; 张佑启
Source Publication	振动与冲击
	1996
Volume	15 Issue:4 Pages:8
ISSN	1000-3835
Abstract	将高层建筑结构近似地等效成非线性弹性支承梁，以悬臂梁、柱之本征函数作为Ritz矢量，用能量法推导出结构的运动方程，其自由度数及计算量均比用有限元法时大为减小。用该文方法可以计算具弹塑性铰或弹塑性耗能器之剪切墙及框架式高层建筑结构。计算结果表明，采用非线性耗能器并引进高阻尼，可以显著地降低结构之地震响应。
Keyword	消振隔振理论抗震结构非线性振动
Indexed By	CSCD
Language	中文
CSCD ID	CSCD:317940
Citation statistics
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/35176
Collection	力学所知识产出(1956-2008)
Corresponding Author	田千里
Recommended Citation GB/T 7714	田千里,关国雄,张佑启. 高层建筑结构之非线性地震响应分析[J]. 振动与冲击,1996,15,4,:8.
APA	田千里,关国雄,&张佑启.(1996).高层建筑结构之非线性地震响应分析.振动与冲击,15(4),8.
MLA	田千里,et al."高层建筑结构之非线性地震响应分析".振动与冲击 15.4(1996):8.

Related Services

Bookmark

Lanfanshu

Similar articles in Bing Scholar

Terms of Use

No data!

Social Bookmark/Share

File name:	Paper0082.pdf
Format:	Adobe PDF

This file does not support browsing at this time

All comments (0)

No comment.

The comment function is only available to registered usersLog In

If you have any objections to this item, please fill out the form below and the administrator will contact you as soon as possible.
Content:
Email：	*
Institution:
Verification Code:	Refresh

Any comments and suggestions are welcomed.
Title:	*
Content:
Email：	*
Verification Code:	Refresh

中国科学院力学研究所机构知识库