中文摘要：

基于一轮毂高度为50．41m的实际陆上风电塔结构，运用ANSYS有限元分析软件以及时程分析法对结构进行不同地震动作用下的非线性动力响应影响规律研究，并进一步探讨了结构在正常使用极限状态、塑性极限状态、残余位移条件控制下的水平位移与应力极限值，计算了响应的地震动临界峰值，对结构的整体抗震性能进行了评价．研究结果表明：板块边界型地震动对风电塔这种高耸柔性结构的动力响应影响最大，在极限值评价和结构抗震性能评价中占主导地位；该风电塔的正常使用极限状态为第一极限状态．

英文摘要：

Based on an actual wind turbine tower on land with the hub height of 50.41 m, the seismic dynamic response of the structure under different seismic loads was studied by a finite element model and time history analysis method. Then the horizontal displacement and stress critical values of the structure were discussed under serviceable limit state, plastic limit state and residual displacement limit state, and the critical response peak values of ground motion were calculated. Based on the above work, the seismic behavior of the structure was evaluated. It is shown that plate boundary type ground motion has a greater influence on this kind of structure. It takes the main place on critical value evaluation and performance evaluation. The serviceable limit state of the tower is the first limit state.