帧(网络)
钢筋混凝土
结构工程
计算机科学
工程类
电信
作者
Andrija Zorić,Dragan Zlatkov,Nikola Janković,Nenad Ristić,Dušan Grdić
标识
DOI:10.46793/sgisxiii.37az
摘要
The case study of the reconstruction and strengthening of reinforced concrete frame structure of one stall building is presented in the paper. A part of the building has collapsed due to insufficient tension reinforcement at the beam-column joint and at the midspan. The reconstruction measures consist of the replacement of the collapsed frames with the new ones, as well as strengthening of undamaged frames. The strengthening method with additional steel plates in tension zone is proposed, which is verified based on the stress-strain analysis of strengthened cross-sections.
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