Impulse excitation and sine stable sweeping tests of local bending modes of the frame columns were conducted.
对框架柱进行了局部挠曲模态的脉冲激励试验和正弦稳态扫描试验。
In this paper, the local dynamic effect modification formulation of rightangled triangle plate element under arbitrary excitation is presented.
本文推导了在任意载荷激励下直角三角形板单元局部动力效应修正公式。
In this paper, the local dynamic effect modification formulation of rightangled triangle plate element under arbitrary excitation is presented.
本文推导了在任意载荷激励下直角三角形板单元局部动力效应修正公式。
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