摘要
本文提出了侧向地震动作用下高压输电塔一导线耦联体系土体－桩－结构相互作用分析的力学模型，推导了运动方程，编制了计算程序，并对某一具体的输电塔进行计算，按考虑与不考虑相互作用的两种情况进行对比分析。
In this paper, the mechanical model of soil- pile-structure interaction of the transmssion tower system is established and the equation of motion is derived, The program for computer is compiled and used to calculate the earthquake resportses of an actual transmission tower. Finally, the results of numerical calculation with and without considering soil -pile-structure interaction are compared.
出处
《地震工程与工程振动》
CSCD
北大核心
1998年第2期79-84,共6页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金
海岸及近海工程国家重点试验室基金
关键词
输电塔
土-桩-结构
相互作用
地震反应
transmission tower, soil-pile-structure interaction, the inverse calculatinn of ground motion, scismic response
