[1]周云.黏弹性阻尼器减震结构设计[M].武汉: 武汉理工大学出版社, 2006.
[2]SOONG T T, DARGRUSH G F.Passive energy dissipation systems in structural engineering[M].Chichester: John Wiley and Ltd., 1997.
[3]CHRISTOPOULOS C, FILIATRAULT A.Principles of passive supplemental damping and seismic isolation[M]. Pavia: IUSS Press, 2006.
[4]RAS A, BOUMECHRA N.Seismic energy dissipation study of linear fluid viscous dampers in steel structure design[J].Alexandria Engineering Journal, 2016,55(3): 2821-2832.
[5]LONDONO J M, NEILD S A, WAGG D J.A noniterative design procedure for supplemental brace-damper systems in single-degree-of-freedom systems[J].Earthquake Engineering and Structural Dynamics, 2013,42(15): 2361-2367.
[6]汪志昊,陈政清.高层建筑结构中粘滞阻尼器的新型安装方式[J].世界地震工程, 2010,26(4): 135-140.
WANG Zhihao, CHEN Zhengqing.New installations of viscous dampers in high rise buildings[J].World Earthquake Engineering, 2010,26(4): 135-140.
[7]建筑抗震设计规范: GB 50011—2010[S].北京: 中国建筑工业出版社, 2010.
[8]建筑消能减震技术规程: JGJ 297—2013[S].北京: 中国建筑工业出版社, 2013.
[9]方同.工程随机振动[M].北京: 国防工业出版社, 1995.
[10]CONTE J P, PENG B F.Fully nonstationary analytical earthquake ground-motion model[J].Journal of Engineering Mechanics, 1997,123(1): 15-24.
[11]贝达特J S,皮尔索A G.随机数据分析方法[M].凌福根,译.北京:国防工业出版社,1976.
[12]金显龙.非平稳随机振动信号的瞬时功率谱分析[J].振动工程学报, 1990(3): 25-32.
JIN Xianlong.The instantaneous power spectrum analysis of nonstationary random vibration signals[J].Journal of Vibration Engineering, 1990(3): 25-32.
[13]PRIESTLEY M B.Power spectral analysis of non-stationary random process[J].Journal of Sound and Vibration, 1967,6(1): 86-97.
[14]林家浩,张亚辉.随机振动的虚拟激励法[M].北京:科学出版社,2004.
[15]林家浩,张亚辉,赵岩.虚拟激励法在国内外工程界的应用回顾与展望[J].应用数学和力学, 2017,38(1): 1-31.
LIN Jiahao, ZHANG Yahui, ZHAO Yan.The pseudo-excitation method and its industrial applications in China and abroad[J].Applied Mathematics and Mechanics, 2017,38(1): 1-31.
[16]钟万勰.结构动力方程的精细时程积分法[J].大连理工大学报, 1994,34(2): 131-136.
ZHONG Wanxie.On precise time-integration method for structural dynamics[J].Journal of Dalian University of Technology, 1994,34(2): 131-136.
[17]高强,谭述君,钟万勰.精细积分方法研究综述[J].中国科学:技术科学, 2016,46(12): 1207-1218.
GAO Qiang, TAN Shujun, ZHONG Wanxie.A survey of the precise integration method[J].Scientia Sinica Technologica, 2016,46(12): 1207-1218.
[18]林家浩,沈为平, 威廉斯F W.受演变随机地震激励结构响应的精细逐步积分法[J].大连理工大学学报, 1995,35(5): 600-605.
LIN Jiahao, SHEN Weiping, WILLIAMS F W.High precise direct integration scheme for analusing structural non-statuinary random responses[J].Journal of Dalian University of Technology, 1995,35(5): 600-605.
[19]李创第,李暾,葛新广,等.一般线性黏弹性阻尼器耗能结构瞬态响应的非正交振型叠加精确解[J].工程力学, 2015,32(11): 140-149.
LI Chuangdi, LI Tun, GE Xinguang, et al.Accurate solution of non-orthogonal mode superposition for transient response of general linear viscoelastic damper energy dissipation structures[J].Engineering Mechanics, 2015,32(11): 140-149.
[20]李创第,柏大炼,邹万杰,等.设置支撑的广义Maxwell阻尼器系统基于非平稳巴斯金谱的地震响应分析[J].应用力学学报, 2018,35(5): 1050-1057.
LI Chuangdi, BAI Dalian, ZOU Wanjie, et al.Analytical method for non-stationary responses of dissipative system with brace-general Maxwell damper based on Baskin spectrum[J].Chinese Journal of Applied Mechanics, 2018,35(5): 1050-1057.
[21]李创第,李暾,尉宵腾,等.Maxwell阻尼耗能结构非平稳地震响应解析分析[J].振动与冲击, 2016,35(19): 172-180.
LI Chuangdi, LI Tun, WEI Xiaoteng, et al.Response analysis of energy disspation structures with Maxwell dampers under non-stationary seismic excitation[J].Journal of Vibration and Shock, 2016,35(19): 172-180.
[22]李创第,柏大炼,葛新广,等.隔震结构系统线性黏弹性液体阻尼器非平稳响应分析法[J].振动与冲击, 2019,38(2): 234-246.
LI Chuangdi, BAI Dalian, GE Xinguang, et al.Non stationary response analysis of isolated structures with linear viscoelastic liquid dampers[J].Journal of Vibration and Shock, 2019,38(2): 234-246.
[23]邹万杰,马媛,李创第,等.带支撑Maxwell阻尼器多层隔震结构的随机地震响应分析[J].振动与冲击, 2017,36(21): 213-219.
ZOU Wanjie, MA Yuan, LI Chuangdi, et al.Random seismic responses of multi-layer vibration isolation structures mounted with supporter attached Maxwell dampers[J].Journal of Vibration and Shock, 2017,36(21): 213-219.
[24]马媛.带支撑一般积分型黏弹性阻尼隔震结构的随机地震响应分析[D].柳州:广西科技大学,2017.
[25]马金凤,邹万杰,李创第,等.带支撑Maxwell阻尼器耗能隔震结构的随机风振响应分析[J].应用力学学报, 2019,36(1): 53-59.
MA Jinfeng, ZOU Wanjie, LI Chuangdi, et al.Random wind-induced response analysis of a Maxwell damped energy isolation structure with braces[J].Chinese Journal of Applied Mechanics, 2019,36(1): 53-59.
[26]DING Z, LI L, HU Y J.A modified precise integration method for transient dynamic analysis in structural systems with multiple damping models[J].Mechanical Systems and Signal Processing, 2018,98: 618-633.
[27]DING Z, LI L, HU Y J, et al.State-space based time integration method for structural systems involving multiple nonviscous damping models[J].Computers and Structures, 2016,171: 31-45.
[28]LI L, HU Y J.State-space method for viscoelastic systems involving general damping model[J].AIAA Journal, 2016,54(10): 3290-3295.
[29]SHINOZUKA M, SATO Y.Simulation of nonstationary random process[J].Journal of the Engineering Mechanics Division, 1967,93(1): 11-40.
[30]SPANOS P T D, SOLOMOS G P.Markov approximation to transient vibration[J].Journal of Engineering Mechanics, 1983,109(4): 1134-1150.
|