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苏联“地震区钢筋混凝土骨架厂房设计指南”具体规定了厂房纵向横向及各个构件的抗震计算和构造,现介绍于下:一、单层厂房地霞荷载单层厂房地震荷载按其规范计算,但单层厂房质量的集中为:1.屋盖、柱顶以上墙体,通过壁架柱与屋盖连接的墙体,集中于柱顶标高处;2.柱自重及柱高范围内的墙体产生的垂直于墙平面的地震荷载,沿柱高均匀分布;3.悬墙自重产生的作用于墙平面内的地震荷载,集中作用在支承悬墙的牛腿标高处;
The Soviet Union’s “Design Guidelines for Reinforced Concrete Skeleton Plants in Earthquake Zones” specifies the seismic calculations and structures for the longitudinal and transverse structures of the plant and the individual components. These are presented below: 1. Earthquake loads for single-storey factory buildings under single-layer buildings are calculated according to their specifications. However, the quality of a single storey building is concentrated as follows: 1. Walls above the top of the columns, and walls connected by pedestals and roofs, centered on the elevation of the column top; 2. Column weight and column height The seismic loads perpendicular to the wall plane generated by the wall are evenly distributed along the column height. 3. The seismic load acting on the wall plane due to the weight of the curtain wall is concentrated on the elevation of the bovine leg supporting the curtain wall.