But in this project, steel tube tower which use a lot of flexible tension bar and is high, so nonlinear analysis is needed.
可是,在本工程中,由于采用柔性拉杆钢管塔使用了大量的柔性拉杆,并且结构高度高具有高柔的特点,就必须采用非线性分析。
The experimental results of steel bar tension strain and concrete compression strain are given.
给出了钢筋拉应变、混凝土压应变的试验结果。
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