基于非线性随机最优控制的大跨度斜拉桥地震响应Benchmark问题研究
余友熙1,2，刘中华2，余香林3,4，王守强3
Benchmark problem investigation for seismic response of large span cable-stayed bridge based on nonlinear stochastic optimal control
YU You-xi 1, 2，LIU Zhong-hua 2，YU Xiang-lin 3, 4，WANG Shou-qiang 3
振动与冲击
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2016, (8): 41
-47
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