摘要
举例说明采用增大柱截面、调整梁截面、考虑梁的刚度增大系数、考虑基础梁的作用等几种控制框架结构位移的方法,可有效控制框架结构位移。工程实例证明几种方法可行。
It is introduced that several methods of controlling the displacement of frame structures,such as increase in column section,adjustment of beam section,consideration of stiffness increment coefficient for beam and consideration of function of base beam etc.Engineering examples show that these methods are feasible.
出处
《工业建筑》
CSCD
北大核心
2006年第z1期466-469,共4页
Industrial Construction
关键词
弹性层间位移
柱的侧移刚度
elastic interlayer displacement sway stiffness of column
