摘要
利用偏心基础、地面配筋基础,解决由于轻型钢门式刚架竖向力小,偏心距大而造成基础面积过大的问题。
A measure is suggested to avoid large foundation dimension caused by small vertical force and large eccentricity in a lightweight steel portal frame by adopting eccentric foundation or surface reinforced foundation.
出处
《工程建设与设计》
2006年第4期44-48,共5页
Construction & Design for Engineering
关键词
轻型门式刚架
偏心基础
地面配筋基础
lightweight steel portal frame
eccentric foundation
surface reinforced foundation
