摘要
通过对南京国际大酒店转换梁的设计及现场监测，探讨了转换深梁的设计方法和构造措施。计算及测试结果表明，按文中的方法进行转换深梁的设计是安全可靠的，但应加强柱的刚度，避免在梁柱交界处产生塑性区。
In this paper,the design method and construction detail of transfer deep beams are investigated based on the design and field supervision of the transfer beams of Nanjing International Hotel.The testing results indicate that the transfer deep beam is safe and reliable according to the method presented in this paper,but the column design should be improved to avoid developing plastic zone at the intersection of beam and column.
出处
《建筑科学》
1998年第4期38-42,共5页
Building Science
关键词
转换梁
深梁
钢纤维混凝土
高层建筑
设计
实例
transfer beam
beight span ratio
deep beam
steel fiber reinforced concrete
inclined compression failure.
