大跨越输电塔线体系作为高压电能输送的载体，是重要的生命线工程。
Long span transmission line system is the lifeline project as the electric powe's carrier.
提出了考虑桩–土–结构动力相互作用的输电塔线体系简化抗震计算模型。
The simplified aseismic calculation model for transmission tower-line system considering pile-soil dynamic interaction is given.
为研究高压输电塔线体系的合理化抗风设计，进行了气动弹性模型风洞试验。
An aeroelastic wind tunnel test was carried out to study the rational wind resistant design method for high-voltage transmission tower-line coupling system.
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