摘要
本文通过几例铝合金玻璃幕墙试验结果及其震害资料的分析,以我国高层建筑层间位移限值为基础,讨论了各类建筑结构采用幕墙的平面变形率的界限值,由此对我国铝合金玻璃幕墙平面内变形性能的分级提出初步的建议,以供进一步研究时参考.
Through an analysis on the earthquake disaster and the test results of Aluminium-Alloy FramedGlass Curtain -- Walls (AFGCW ), the Limit of plane deformation rate of the stories displacement of all kindsof tall buildings has been discussed. Finally, the classification criterion of plane deformation rate of AFGCWhas been suggested so as to be refered to in further studies.