摘要
本文用SAP2 0 0 0结构分析程序对广州国际会议展览中心 1/ 30模型进行了三维时程分析 ,并将分析结果与模型振动台试验结果进行了对比。
Guangzhou International Convention and Exhibition Center structural model is tested and calculated with SAP2000,a three dimensional structural analysis program. Results of shaking table test and the calculation are compared.