外框支框筒内核心筒高层结构模型在水平荷载下的弹性试验

Elastic Experiment of Framed Tube Supported on Frames-Core Tube High-Rise Structure under Horizontal Loads

介绍了1个13层的外框支框筒内核心筒高层结构模型在水平荷载作用下的试验结果.模型比例为1︰10,竖向刚度存有突变,模型结构形式比较复杂.通过施加9种不同工况的水平荷载完成了静力弹性试验.

The experimental results of a thirteen storey framed tube supported on frame-core tube high-rise structure under horizontal loads were introduced in this paper. The scaled ratio of the model is 1：10. There are some mutations in the model＇s vertical stiffness, the structure of this model is more complicated. Static elastic experiment under nine different load statuses has been finished.