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采用-04套标准装配式钢筋混凝土结构设计的房屋建筑的空间稳定性和不变性,是依靠由填于框架内的刚性填充墙构成的竖向抗剪体系来保证的。这些墙彼此之间以及同柱子之间通过埋设件相互焊接在一起。考虑到装配式剪力墙的空间工作,这种结构的计算可以采用建立在离散一连续化计算模型上的方法来完成。将-04剪力墙的工作作为
The spatial stability and invariability of a building designed using -04 sets of standard prefabricated reinforced concrete structures is ensured by a vertical shear system consisting of rigid infill walls filled in the frame. These walls are welded to each other by means of a burying piece between them and the same column. Taking into account the space work of fabricated shear walls, the calculation of this structure can be accomplished using a method based on a discrete, continuous calculation model. Take the work of -04 shear wall as