这些错列的层板延伸到玻璃墙外，通过房屋内各个方位的对角型楼梯连接。
The staggered floor plates protrude beyond the glass walls, connected by diagonal supports that relate to the positions of the various staircases inside the house.
并结合现行国家设计规范(程)和国外研究成果，提出了钢结构错列桁架体系的弹性设计方法和建议。
Combines current national design code (specification) and abroad research achievements, propose the elastic design methods and Suggestions of the staggered truss steel frame.
通过对一钢结构住宅建筑方案实例的空间分析，说明了错列桁架结构体系在各种荷载工况下的受力特性。
This paper illuminates the mechanical performance of staggered truss system under various load cases according to the analysis of a steel structure house.
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