The experiments showed that the strength, brittleness and ductility, volume change and failure precursors are concerned with stress paths.
实验表明几种岩石的强度、延性和脆性、体积变化和破坏前兆等与应力途径有关。
The failure patterns of every ductility column of the damper with concrete ductility column are similar, so that the ductility columns have a good interaction behavior.
混凝土延性柱耗能器中每根延性柱的破坏形态基本一致，表现了良好的共同工作性能。
The change of failure mode is the main reason of ductility increment.
上述断裂方式的改变是塑性增大的主要原因。
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