摘要
结合工程实例,论述了通过做“梁窝“释放弯距,采用调整筒壁的质量中心和刚度中心以及引入“地震角”的方法,来解决筒仓设计中易出现与筒壁相接的梁超筋和对筒仓的地震力计算不够准确等问题。
It's possible to meet problems that arises superfluous reinforcing bar connecting with the wall of tubular warehouse and can't calculate exactly the seism force on tubular warehouse. In order to solve the problems,we advanced that release a curved distance by making a hollow on the beam and adjust quality center of wall tubular storehouse,introducing seism angle.
引文
[1]GB50077-2003钢筋混凝土筒仓设计规范[S].北京:中国计划出版社,2004
[2]GB50010-2002混凝土结构设计规范[S].北京:中国建筑工业出版社,2002
[3]GB50191-93构筑物抗震设计规范[S].北京:中国计划出版社,1993
[4]贮仓结构设计手册[S].北京:中国建筑工业出版社,1999