在已完成的足尺十字形节点试件拟静力实验基础上，对节点的受剪承载力性能加以研究。
On the basis of the test of full-scale cruciform specimens under low-reversed cyclic load, its load-bearing capacity under shear force was studied.
利用风洞实验所得的体型系数和风振系数对塔线耦合体系进行静力稳定性分析。
The static stabilization of the tower-line system has been analysedwith the dynamic wind coefficient and shape coefficient that been obtained from wind tunnel test.
本文研究了复合梁的模态分析结合实验建模方法，及其静力与动力稳定性问题。
Researches represented in this paper are the modal analysis and experimental modeling of the composite beam, and its static and dynamic stability.
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