最后还提出了梁筋直锚型节点受力的空间桁架模型。

Finally, a novel spatial truss mechanism model for the beam-wider-than-wall joint is put forward.

youdao

最后还提出了梁筋直锚型节点受力的空间桁架模型。

Finally, a novel spatial truss mechanism model for the beam-wider-than-wall joint is put forward.

youdao