摘要
详尽地分析了广州市某大厦外墙面装饰干挂石板材结构体系的足尺振动试验结果,评估了该结构体系的抗震性能。结果表明,板材构造不同,其抗震性能不同;处于结构不同部位的板材,其遭受地震作用的反应也不同
The shaking table test results of slabstone structural system of granite veneer facing are analysed thoroughly,and the capacity of earthquake resistance is evaluated in the case of different vibration level in the paper.The capacity of earthquake resistance changes with the different construction of slabstone.The earthquake response is not same when the plate is located in different place in structure.