Based on test, numerical modeling method is adopted to simulate the shear behavior of the basic panel.
在试验研究的基础上，采用数值模拟方法研究了蒙皮单元的剪切性能。
The load transfer characteristics of rock-socketed pile are mainly decided by the shear behavior of rock-concrete interface.
嵌岩桩的荷载传递特性主要取决于混凝土—岩石界面的剪切特性。
Experiments were conducted to investigate the shear behavior of 4 strengthened RC beams and 1 comparative RC beam under different types of loadings.
本文对4根用该工艺加固的钢筋混凝土梁和1根对比梁进行了受剪性能试验研究。
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