Demarie G, Sabia D. Non-linear damping and frequency identification in a progressively damaged R.C. element[J]. Experimental Mechanics, 2011, 51(2):229-245.
[2]
谢丽宇, 唐和生, 薛松涛. 减振高层建筑的极限破坏及性能再生的研究现状及前景[J]. 结构工程师, 2014, 30(3):205-212. XIE Liyu, TANG Hesheng, XUE Songtao. State-of-the-art and future trend in limit state and rehabilitation of vibration-controlled high-rise buildings[J]. Structural Engineers, 2014, 30(3):205-212.(in Chinese)
[3]
Overschee P V, Moor B D. Subspace identification for linear systems:theory, implementation, methods[M]. Boston/London/Dordrecht:Kluwer Academic Publishers, 1996:161-193.
[4]
Marchesiello S, Garibaldi L. A time domain approach for identifying nonlinear vibrating structures by subspace methods[J]. Mechanical Systems and Signal Processing, 2008, 22(1):81-101.
[5]
周 云, 徐 彤. 耗能减震技术的回顾与前瞻[J]. 力学与实践, 2000, (5):1-7. ZHOU Yun, XU Tong. The state of the art and the prospect of seismic energy dissipation technology[J]. Mechanics in Engineering, 2000, (5):1-7.(in Chinese)