王依群¹，  孙福萍²，  李  辉¹
(1 天津大学，天津300072；2 天津市建筑设计院，天津300074)

[摘要] 对实际工程中一偏心梁柱节点受剪承载力及配筋的手工计算，检验了计算机软件CRSC的计算结果。计算软件如果忽略梁柱偏心将高估框架节点强度并带来不安全结果。
[关键词] CRSC；偏心；梁柱节点；受剪承载力

Shear Load-bearing Capacity Calculation of Reinforced Concrete Eccentric Beam-column Joint Using CRSC Software
Wang Yiqun¹, Sun Fuping², Li Hui¹
(1 Tianjin University, Tianjin 30072, China; 2 Tianjin Architecture Design Institute, Tianjin 300074, China)

Abstract: The shear load-bearing capacity of a reinforced concrete eccentric beam-column joint of a real structure is calculated by hand.  And the results of the joint by computer software CRSC are checked. If the eccentric between column and beams is neglected, the shear strength of the joint would be highly estimated, and will bring unsafe consequence.
Keywords: CRSC; eccentric; beam-column joint, shear load-bearing capacity