摘要
高层结构角窗相关构件对抗震不利,对此本文提出角窗上过梁、楼板暗梁、剪力墙墙端暗柱的设计方法和构造加强措施,同时给出角窗过梁的电算输入及过梁弯距计算公式。
The paper,in connection with the conditions that the relative structures on the angular win-
dow for the higher building are unfavourable for anti-earthquake,puts forward the design and strengthe-
ning measure for beams on the angular window、beams on underfloor,hidden column on the shearing
stress wall corner,also the computer input of beams on the angular window,and calculating formula on
the curature of beams are proposed.
出处
《冶金丛刊》
2004年第2期19-20,共2页
Metallurgical Collections