五、重力式码头抗倾、抗滑稳定分析的极限状态设计表达式1.承载能力极限状态设计表达式当作用效应可以线性迭加时,可采用下列实用设计表达式:γ_O((sum from i=1 to n)C_(Gi)γ_(Gi)G_(iK)+C_(Q1)γ_(Q1)Q_(1K)+Ψ(sum from j=2 to m)C_(Qi)γ_(Qi)Q_(jK))≤g_R(·)/γ_d (6)式中:γ_O——结构重要性系数,对应于安全等级为一级、二级和三级分别取值为 Fifth, the gravity wharf anti-dumping, anti-skid stability analysis of the limit state design expression 1 bearing capacity limit state design expression When the effect can be linear superposition, the following practical design expressions can be used: γ_O ((sum from i = 1 to n C_ Gi Gi_iK + C_Q1 Q1 Q_ 1K + Ψ sum from j = 2 to m C_ Qi Qi_Qi_ (jK)) ≤g_R (·) / γ_d (6) Where: γ_O-- structural importance coefficient, corresponding to the security level of a, two and three were