The authors also introduce a spatial truss model for pile-mat foundation analysis, which may light up a new research on pile-mat foundation.
重点探讨了桩筏基础空间桁架理论模型，为进一步研究明确了思路。
Finally, a novel spatial truss mechanism model for the beam-wider-than-wall joint is put forward.
最后还提出了梁筋直锚型节点受力的空间桁架模型。
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