介绍了杭州高新区网络通信设备基地项目生产大楼结构的抗震超限情况,及所采取的有针对性的计算分析措施和抗震构造措施。对结构的静力弹塑性分析及薄弱连接楼层楼板的应力分析过程做了详细描述,指出了设计中应引起重视的问题。 The anti-seismic overrun situation of the structure of the production building in the project site of Hangzhou Hi-tech Zone Network Communication Equipment Base is introduced, and the pertinent calculation and analysis measures and anti-seismic structure measures are taken. The static elasto-plastic analysis of the structure and the stress analysis of the floor of weakly connected floors are described in detail, and the problems that should be paid attention to in the design are pointed out.