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屈服荷载 一、结构（或构件）开始出现塑性变形时的荷载FS 二、使结构（或构件）处于极限状态的荷载FU

复合函数求导法则 定理4.4.1 (复合函数求导法则) 设函数u gx = ( )在 x x = 0可导， 函数 y fu = ( )在u u gx = 0 0 = ( )处可导,则复合函数 y f gx = ( ( ))在 x x = 0可 导，且有 [ ( ))] ( ) ) f gx f u g x x x ( ′ = ′ ′( = 0 0 0 = f gx g x ′( )) ) ( ′( 0 0

Spring 2003 1661AC22 Longitudinal Dynamics For notational simplicity, let X=Fn, Y= Fu, and Z= F aF Longitudinal equations(1-15 )can be rewritten as mi=X+X2- mg cos(0+△X