Usually, side-wall core taker uses apparent resistivity curve for locating formation.
井壁取心通常是采用跟踪视电阻率曲线定位。
The final failure mode of the model is tension failure of perimeter columns and bottom of core wall on the tension side caused by overturning moment, and the story shear failure mode was not found.
结构未发生层剪切破坏，最终破坏模式是在倾覆力矩作用下底部核心筒受拉墙肢及受拉侧外框柱拉断。
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