- 摘 要
-
（北京市建筑設計研究院 北京 100045）
【提要】 通過對粘角鋼加固混凝土框架節(jié)點的低周反復荷載試驗，著重分析了加固后的混凝土框架節(jié)點核心區(qū)抗剪承載能力，明確了節(jié)點區(qū)的受力機理，在規(guī)范公式基礎上給出了粘角鋼加固后的混凝土框架核心區(qū)抗剪承載力計算公式，并用試驗結果進行了驗證。
【關鍵詞】 框架節(jié)點 節(jié)點加固 粘角鋼 受剪承載力
Research on Shearcarrying Capacity of RC Frame Joint Core Strengthened by Gluedsteel/
Huo Peidong, Miao Qisong, Huang Jia(Beijing Institute of Architectural Design and Research, Beijing 100045,China)
Abstract:By experiment on beamcolumn joints strengthened by gluedsteel under low cyclic reversal load, the shearcarrying capacity of strengthened RC frame joint core is studied, and the load bearing mechanism of strengthened joints is analyzed. Based on the code formula, the shearcarrying capacity formula of strengthened RC frame joint core is deduced, then the formula is confirmed with the experiment result.
Keywords:frame joint; joint strengthening; glued steel; shear capacity
