摘要
石家庄某科技研发大厦为大底盘单塔楼偏置结构。介绍了结构选型．给出了计算结果．并对结构设计中的关键问题进行了深入分析。通过弹塑性设计．详细分析了结构的抗震性能。
Shijiazhuang technical building is a big chassis single-tower offer-centre structure. This text introduced selection of the structure , the calculation results are presented, and carried on the thorough anal ysis of the structure design of the key problem. Through the elastic plastic design, the seismic behavior of the structure are analyzed in detail.
出处
《华北地震科学》
2014年第B08期64-66,共3页
North China Earthquake Sciences
关键词
塔楼偏置
弹塑性分析
超限
抗震性能
Tower Offer- centre
Elastic Plastic Analyze
Exceeding Code Limited
Seismic Behavior
