摘要
某卫星发射基地卫星发射塔采用钢筋混凝土框架-剪力墙结构形式,突破了国内外卫星发射塔均为钢结构的传统模式,属世界首次。通过论证研究、计算分析,对其可行性、适应性、固定塔与回转平台的连接等一系列关键性问题做出结论性的成果,解决了相关的技术难题,丰富了卫星发射塔的类型,为以后航天卫星发射场的建设打下良好基础。
The launching tower which is constructed in frame-shear wall structure in the launching base. This structural type is different from traditional ones, and it is the first time to apply this kind of structure to the launching tower in the world. After the demonstration and analysis, conclusions of feasibility, adaptability, and the join of the structure and turning flat are deduced, a series of difficult problems of this project are solved. It is a good foundation for building satellite launch base.
出处
《建筑结构》
CSCD
北大核心
2007年第4期32-34,共3页
Building Structure
关键词
发射塔
基础
回转平台
周期
位移
火箭
launching tower
foundation
turning flat
period
displacement
rocket
