And the aseismatic capacity of shear resistant strength, deform, energy dissipation, ductility and rigidity degeneration is also researched.
研究扁梁框架节点的抗剪承载力、变形、耗能、延性和刚度退化等抗震性能。
And the use of rigidity degeneration and rebuilding in RFPA well simulated the whole process of slope progressive failure.
同时应用rfpa方法中刚度退化和刚度重建手段，可以很好地模拟出了边坡渐进破坏的全过程。
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