Nonlinear Analysis of m Method for Single Pile Under Lateral Loading

IMECH-IR > 力学所知识产出(1956-2008)

	Nonlinear Analysis of m Method for Single Pile Under Lateral Loading
	Wang M(王梅); Lou ZG(楼志刚); Li JX(李建乡); Zhao J(赵京)
Source Publication	Rock and Soil Mechanics
	2002
Volume	23 Issue:1 Pages:23-26
ISSN	1000-7598
Other Abstract	通过对大量模型试验结果的分析,提出了简便合理的水平荷载作用下单桩的计算方法。该方法将常用m法中单一m值与位移建立指数关系,并由b_m及K两参数来描述。将这一关系引入常用单桩m法计算中,则计算结果可考虑单桩非线性响应的影响。
Subject Area	力学
Indexed By	其他
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/17272
Collection	力学所知识产出(1956-2008)
Recommended Citation GB/T 7714	Wang M,Lou ZG,Li JX,et al. Nonlinear Analysis of m Method for Single Pile Under Lateral Loading[J]. Rock and Soil Mechanics,2002,23,1,:23-26.
APA	王梅,楼志刚,李建乡,&赵京.(2002).Nonlinear Analysis of m Method for Single Pile Under Lateral Loading.Rock and Soil Mechanics,23(1),23-26.
MLA	王梅,et al."Nonlinear Analysis of m Method for Single Pile Under Lateral Loading".Rock and Soil Mechanics 23.1(2002):23-26.

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