The shear strength is composed of two parts which are contributed by truss model and arch model.
其中剪力分别由桁架模型和拱模型承担。
The truss-arch model is also used to study the stress of specially shaped columns at their ultimate shear limit state.
采用桁架-拱模型理论对异形柱的受力进行了分析。
The truss-arch model is also used to study the stress of specially shaped columns at their ultimate shear limit state.
采用桁架-拱模型理论对异形柱的受力进行了分析。
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