• It is suggested that the span-depth ratio of wall-bearing transfer beam should be less than 8 in seismic design, 10 in static design for SRC structure.

    建议一般型钢混凝土托墙转换梁的允许跨高比在抗震设防时不大于8,对非抗震设计工程,跨高比不大于10;

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  • Transfer structure of solid reinforced concrete (SRC) beams is a new transfer type.

    型钢混凝土(src)梁式转换结构是一种新的转换形式。

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  • For steel reinforced concrete (SRC) transferring frame as a new type of structure, some experimental and theoretical studies have been carried out by some scholars at home and abroad.

    型钢混凝土转换框架结构是一种新型的结构形式,国内外学者对它的受力特性进行了一定的试验研究和理论探索。

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  • The parameters in the restoring force model corresponding to the design parameters of SRC member and structure are also determined.

    建立了型钢砼结构(空腹式)的光滑恢复力模型参数与结构设计参数的关系;

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  • Artificial pile foundation set into rock, skirt building with prestress plane floor and tower building with steel reinforced concrete (SRC) structure are adopted in the project.

    工程基础采用人工挖孔嵌岩灌注桩,裙楼采用预应力平板楼盖,塔楼采用钢骨混凝土结构。

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  • Steel Reinforce Concrete (SRC) is applied increasingly to the structure of modern architecture, especially those complicated high-rise architectural structures.

    型钢混凝土结构(SRC)正越来越多地应用于现代建筑结构,特别是复杂高层建筑结构之中。

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  • Based on the mechanical character and failure model of SRC abnormal joints, a damage analysis method with sub-structure and a damage model applying to SRC abnormal joints are put forward.

    基于钢筋混凝土异型节点的受力特点和破坏模式,提出了一种将其视为子结构进行损伤分析的方法,并建立了适用于低周反复荷载下钢筋混凝土异型节点的损伤模型。

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  • Based on the mechanical character and failure model of SRC abnormal joints, a damage analysis method with sub-structure and a damage model applying to SRC abnormal joints are put forward.

    基于钢筋混凝土异型节点的受力特点和破坏模式,提出了一种将其视为子结构进行损伤分析的方法,并建立了适用于低周反复荷载下钢筋混凝土异型节点的损伤模型。

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