摘要
<正>从理论角度出发 ,建立有轴向分布力 (自重 )作用的桩的挠曲方程 ,推出了半无限长桩考虑自重影响的精确解。显示了忽略桩自重引起的设计误差。为实际工程中忽略桩自重的设计方法提供了理论依据。
Abstract
Itiswidelyagreedthatpile’sdeedweightcanbeignoredindesign .Intermoftheoreticalanalysis,this paperputsforwardtheload deflectionequationofhighpilewithitsdeedweightconsidered .Ontheequation ,theac curateanalyticformulasofpile’sinternalforceanddeformationaredrived ,whichcanbeusedtostudytheeffectof pile’sdeedweithtonitsmetamorphosis.Atlast,anexampleisgiventoshowtheerrorsbroughtaboutbyignoring pile’sdeedweightindesign.Thecalculateresultprovidesareferenceforpile’sanalysisanddesign .
朱少云.
桩自重对桩弯曲的影响[J]. 南京林业大学学报（自然科学版）. 2000, 24(01): 56-58 https://doi.org/10.3969/j.jssn.1000-2006.2000.01.014
ZhuShaoyun.
The Effect of the Pile’s Deed Weight on Its Metamorphosis[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2000, 24(01): 56-58 https://doi.org/10.3969/j.jssn.1000-2006.2000.01.014
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
PDF(280080 KB)
