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王依群¹，  孫福萍²，  李  輝¹
(1 天津大學，天津300072；2 天津市建筑設計院，天津300074)

[摘要] 對實際工程中一偏心梁柱節(jié)點受剪承載力及配筋的手工計算，檢驗了計算機軟件CRSC的計算結果。計算軟件如果忽略梁柱偏心將高估框架節(jié)點強度并帶來不安全結果。
[關鍵詞] CRSC；偏心；梁柱節(jié)點；受剪承載力

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