The truss - arch calculation model can well reflect the characteristic of deep flexural members.
桁架拱计算模型适合钢筋混凝土深受弯构件的受力特点.
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Combined with a three - span continuous - supported and tied steel truss arch - bridge, structures of different joints were discussed.
结合一座正在建设的三 跨 连续中承式系杆钢桁拱桥的“丁”字型接头, 对比了不同结构形式接头的构造.
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