摘要
结合昆铜官庄二期龙旺润泽园棚户区改造建设项目一高层住宅的结构方案，对剪力墙的合理布置进行了探讨，通过结构自振周期、结构地震剪力、结构侧移和经济指标等性能对比，认为大开间剪力墙结构形式更经济合理。
Combined with structural concept of a high-rise residential building named Long Wang Run Ze village in Kungang, the rational arrangement of shear wall was discussed. Through performance comparison of the natural vibration period, seismic shear force, lateral displacement of structure and economic indicator. It is suggested that the large bay shear wall structure is more economic and reasonable.
关键词
剪力墙结构
结构方案优化
shear wall structure
design optimization
