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结合工程实例,对较为复杂的新型钢结构体系进行了计算分析。竖向钢桁架为结构的竖向支撑体系,顶层大跨的平面桁架与竖向的钢桁架相连,形成主要的抗侧力体系。主体钢桁架下面,中间斜楼梯、斜电梯的两侧,悬吊布置三个形状各异的吊舱。在分析和设计过程中充分考虑了主体框架和吊舱各自的力学特征以及它们之间的相互作用,明确合理的传力路径。
With the engineering example, the more complicated new steel structure system was calculated and analyzed. The vertical steel truss is the vertical supporting system of the structure. The plane truss of the long span of the top floor is connected with the vertical steel truss to form the main anti-lateral force system. The main steel truss below the middle of the ramp, inclined elevator on both sides of the suspension layout of three different shapes pods. In the process of analysis and design, the mechanical characteristics of the main frame and pods are fully considered, and the interaction between them and the clear and reasonable path of force transmission.