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输电塔-螺旋锚基础-土体系相互作用的侧向分析
引用本文:李毅,张子富,王显利,程建伟.输电塔-螺旋锚基础-土体系相互作用的侧向分析[J].东北林业大学学报,2004,32(3):110-111.
作者姓名:李毅  张子富  王显利  程建伟
作者单位:北华大学,吉林,132013;东北电力学院;北华大学;吉林师范大学
摘    要:提出了侧向风荷载作用下输电塔—螺旋锚基础—土体系相互作用分析的简化计算模型,推导出刚度矩阵方程,编制了计算程序,并对某一具体输电塔进行了计算,按考虑与不考虑相互作用两种情况进行了对比分析。

关 键 词:输电塔  螺旋锚  相互作用  刚度矩阵  m法

Flank Analysis of Transmission Tower, Screw Anchors and Soil Interaction System
Li Yi.Flank Analysis of Transmission Tower, Screw Anchors and Soil Interaction System[J].Journal of Northeast Forestry University,2004,32(3):110-111.
Authors:Li Yi
Abstract:According to the simplified calculation model of the transmission tower, screw anchors and soil interaction system presented by the authors, stiffness matrix equations are derived, and a compiled computer program is used to calculate one concrete transmission tower. Through comparing the calculation results, the effects of interaction are concluded under two conditions whether interaction is considered or not.
Keywords:Transmission tower  Screw anchors  Interaction  Stiffness matrix  m-method
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