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of Sound and Vibration, 2008, 314(3‑5): 558‑570. of hysteretic systems under seismic excitations based on
[22] GUO H Z, SU C, CHEN T C. Stochastic optimal con‑ explicit time‑domain method[J]. Computers and Struc‑
trol of structures based on explicit time‑domain method tures, 2021, 242: 106396.
[J]. Journal of Engineering Mechanics, 2022, 148(6): [27] KANAI K. Semi‑empirical formula for the seismic char‑
04022024. acteristics of the ground[J]. Bulletin of the Earthquake
[23] CHEN T C, GUO H Z, SU C. Structural optimal con‑ Research Institute, 1957, 35(2): 309‑325.
trol based on explicit time‑domain method[J]. Structur‑ [28] 孙广俊, 李鸿晶 . 平稳随机地震地面运动过程模型及其统
al Engineering and Mechanics, 2023, 85(5): 607‑620. 计特征[J]. 地震工程与工程振动, 2004, 24(6): 21‑26.
[24] XIAN J H, SU C. Stochastic optimization of uncertain SUN Guangjun, LI Hongjing. Stationary models of ran‑
viscous dampers for energy‑dissipation structures under dom earthquake ground motion and their statistical prop‑
random seismic excitations[J]. Mechanical Systems and erties[J]. Earthquake Engineering and Engineering Vi‑
Signal Processing, 2022, 164: 108208. bration, 2004, 24(6): 21‑26.
[25] NEWMARK N M. A method of computation for struc‑
tural dynamics[J]. Journal of the Engineering Mechan‑ 第一作者: 林晓祥(1996―),男,博士研究生。
ics Division, 1959, 85(3): 67‑94. E‑mail: 823185048@qq.com
[26] SU C, XIAN J H, HUANG H. An iterative equivalent 通信作者: 苏 成(1968―),男,博士,教授。
linearization approach for stochastic sensitivity analysis E‑mail: cvchsu@scut.edu.cn
附 录:
式(13)的推导过程:
令 ∂J k ∂U k = 0 ( λ + 1 ≤ k ≤ n ),并利用权矩阵 Q 和 R 的对称性,由式(12)可以推导得到:
é
k + q ê ê ( ) T ( k - 1 ) ù ú ú é ê ê k + q T ù ú ú
ê ê
k - λ
ê
T
U
U
F
U
U
U
ú ú
∑ê( a i,k) Q ∑ a i,j F j +( a i,k) Q ∑ a i,jU j úú Δt + ê ê∑( ) Q( ) Δt + R U k = 0,λ + 1 ≤ k ≤ n (A1)
a i,k
a i,k
i = k ë j = 1 j = λ + 1 û ë i = k û
调整式(A1)中的求和顺序并求逆,可以推导得到时滞最优控制力向量为:
é ê ê ( k + q T ) -1 ù ú ú é ê ê ( k + q T ) -1 ù ú ú
U
U
U
U
ê ê- ∑( ) Q( ) Δt + R ú ú ê ê- ∑( ) Q( ) Δt + R ú ú
a i,k
a i,k
a i,k
a i,k
k - λ ê ê k - 1 ê ê
U k = ∑ ê ê i = k k + q ú ú F j + ∑ ê ê i = k k + q ú ú U j ,λ + 1 ≤ k ≤ n (A2)
j = 1 ê ê U T F ú ú j = λ + 1 ê ê U T U ú ú
ê ê ∑( ) Q( ) Δt ú ú ê ê ∑( ) Q( ) Δt ú ú
a i,j
a i,k
a i,k
a i,j
ë i = k û ë i = k û
进一步,式(A2)可以简写为:
k - λ k - 1
U
F
U k = ∑ G k,j F j + ∑ G k,jU j,λ + 1 ≤ k ≤ n (A3)
j = 1 j = λ + 1
U
F
其中,增益矩阵 G k,j 和 G k,j 如式(14)所示。当 k = λ + 1 时,式(A3)等号右边仅有第一项。因此,最终所得时
滞最优控制力向量如式(13)所示。

