摘要
探讨了箱基和上部结构－框架共同作用的机理，并对现行计算方法提出个人意见和初步建议。为了箱基的防渗漏，笔者提出一个大胆的设想。此外在文中还给出用杆件力学方法计算框架－箱基－地基的共同作用。
The mechanism of interaction between box _ foundation and superstructure-frame is discussed herein. The author suggests his personal view to the current calculation method (Meyerhof's method) and puts forward some preliminary proposals. For the antiseepage of box _ foundation, he raises a bold tentative idea. Besides,a method is given for calculating the interaction of frame _box _ foundation _ soil following bar mechanics in this paper.
出处
《工业建筑》
CSCD
北大核心
1999年第6期33-36,51,共5页
Industrial Construction
关键词
箱形基础
上部结构
共同作用
有效刚度
框架结构
box _ foundation
super _ frame
interaction
mechanism
effective rigidity
basin _ shaped settlement
