摘要
本文介绍了深圳愿望塔模型模拟地震振动台的试验研究 ,其特点是 :主体结构呈等边三角形 ,主要由处于角点处的各 5根柱子承受整体竖向力、水平力及弯矩 ;结构整体基本对称 ;通过试验整体结构的层间侧移能够满足规范的要求。
A shaking table test of Shenzhen willing tower model is introduced in this paper.It has 4 characters:1.The Plan view of its main structure is a equilateral triangle,its vertical force,horizontal force and bending moment are mainly supported by every 5 columns at each triangle points;2.The total structure is generally symmetry;3.The horizontal displacement between two nearby floors fulfils the requirement of the design regulation.