岩土工程学报2009，Vol.31Issue(11)：1763-1767,5.
考虑桩-土-结构动力相互作用的输电塔线体系简化抗震计算模型
Simplified aseismic calculation model for transmission tower-line system considering pile-soil dynamic interaction
摘要
Abstract
The simplified aseismic calculation model for transmission tower-line system considering pile-soil-dynamic interaction is given. A simplified aseismic calculation model for pile-soil-transmission tower-line system is set up using the additional mass method and lumped mass model. Based on a transmission tower, the seismic response of the simplified model for pile-soil-transmission tower-line system is calculated and compared with the complete model suggested in Reference [5] under three different site conditions. It can be concluded that the results of the simplified model is in good agreement with of the complete model. Examples show that the method saves calculation time and promotes calculation efficiency greatly. It is also shown that lines have a significant effect on the dynamic response of the system on soft sites and medium sites. Results of the study can be applied as a reference for engineering design.关键词
桩-土-结构动力相互作用/桩-土-塔-线体系/附加质量法/集中质量模型/动力反应Key words
pile-soil-structure dynamic interaction/ pile-soil-transmission tower-line system/ additional mass method/ lumped mass model/ dynamic response分类
建筑与水利引用本文复制引用
李宏男,徐静..考虑桩-土-结构动力相互作用的输电塔线体系简化抗震计算模型[J].岩土工程学报,2009,31(11):1763-1767,5.基金项目
国家自然科学基金重点项目(50638010) （50638010）
国家自然科学基金面上项目(50708013) （50708013）
高等学校学科创新引智计划(B08014) （B08014）
教育部长江学者和创新团队发展计划(IRT0518) （IRT0518）
