其中，考虑斜腹杆的影响，得出了更完善的表达式。
The effect of diagonal webs was taken into account, thus making the expressions more satistfactory.
针对模型中混凝土斜腹杆斜向传递压力时的应力扩散现象，进一步修正了该模型。
Being the stress diffusion phenomenon in the concrete structure, the model is further revised.
中间斜腹杆对地震力下结构的侧向位移有着一定的影响作用，而对结构的竖向位移影响较小。
Middle diagonal flank rod has some influence of the horizontal displacement, and it has little influence on the vertical displacement.
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