| Citation: |
Zou Wanjie, Liu Meihua, Li Chuangdi, Ge Xinguang. Seismic response analysis of generalized Maxwell damping isolated structure with braces under Hu Yuxian spectrum excitation. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(9): 2601-2615. DOI: 10.6052/0459-1879-22-147
|
| [1] |
Amjadian M, Agrawal AK. Seismic response control of multi-story base-isolated buildings using a smart electromagnetic friction damper with smooth hysteretic behavior. Mechanical Systems and Signal Processing, 2019, 130: 409-432 doi: 10.1016/j.ymssp.2019.05.018
|
| [2] |
丁洁民, 涂雨, 吴宏磊等. 减隔震组合技术在高烈度抗震设防区的应用研究. 建筑结构学报, 2019, 40(2): 77-87 doi: 10.14006/j.jzjgxb.2019.02.006
Ding Jiemin, Tu Yu, Wu Honglei, et al. Application research of seismic isolation system combined with energy-dissipation technology in high seismic intensity region. Journal of Building Structures, 2019, 40(2): 77-87. (in Chinese)) doi: 10.14006/j.jzjgxb.2019.02.006
|
| [3] |
Guler E, Alhan C. Performance limits of base-isolated liquid storage tanks with/without supplemental dampers under near-fault earthquakes. Structures, 2021, 33(4): 355-367
|
| [4] |
Li CD, Li T, Ban DW, et al. Equivalent damping of SDOF structure with Maxwell damper. Earthquake Engineering and Engineering Vibration, 2018, 17(3): 178-190
|
| [5] |
李创第, 邹万杰, 葛新广等. 多自由度一般积分型粘弹性阻尼减震结构的随机响应与等效阻尼. 工程力学, 2013, 30(4): 136-145 doi: 10.6052/j.issn.1000-4750.2011.11.0743
Li Chuangdi, Zou Wanjie, Ge Xinguang, et al. Random response and equivalent damping of MDOF dissipation structures with general integral model viscoelastic dampers. Engineering Mechanics, 2013, 30(4): 136-145 (in Chinese)) doi: 10.6052/j.issn.1000-4750.2011.11.0743
|
| [6] |
Lewandowski R, Chorazyczewski B. Identification of the parameters of the Kelvin-Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers. Computers and Structures, 2010, 88(1): 1-17
|
| [7] |
张婉洁, 牛江川, 申永军等. 含分数阶Bingham模型的阻尼减振系统时滞半主动控制. 力学学报, 2022, 54(1): 173-183
Zhang Wanjie, Niu Jiangchuan, Shen Yongjun, et al. Time-delayed semi-active control of damping system with fractional-order bingham model. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(1): 173-183 (in Chinese)
|
| [8] |
Singh MP, Chang TS. Seismic analysis of structures with viscoelastic dampers. Journal of Engineering Mechanics, 2009, 135(6): 571-580 doi: 10.1061/(ASCE)0733-9399(2009)135:6(571)
|
| [9] |
Greco R, Marano GC. Identification of parameters of Maxwell and Kelvin-Voigt generalized models for fluid viscous dampers. Journal of Vibration and Control, 2015, 21(2): 260-274 doi: 10.1177/1077546313487937
|
| [10] |
Lu LY, Ging LL, Shih MH. An experimental study on a generalized Maxwell model for nonlinear viscoelastic dampers used in seismic isolation. Engineering Structures, 2012, 34: 111-123 doi: 10.1016/j.engstruct.2011.09.012
|
| [11] |
Mazza F, Vulcano A. Control of the earthquake and wind dynamic response of steel-framed buildings by using additional braces and/or viscoelastic dampers. Earthquake Engineering and Structural Dynamics, 2011, 40(2): 155-174 doi: 10.1002/eqe.1012
|
| [12] |
Mohsenian V, Mortezaei A. A new energy-absorbing system for seismic retrofitting of frame structures with slender braces. Bulletin of Earthquake Engineering, 2019, 17(5): 2715-2739 doi: 10.1007/s10518-018-00543-7
|
| [13] |
Robert T, Lacerte M, Christopoulos C. Seismic response of multistory buildings with self-centering energy dissipative steel braces. Journal of Structural Engineering, 2008, 134(1): 108-120 doi: 10.1061/(ASCE)0733-9445(2008)134:1(108)
|
| [14] |
Nimtaj A, Bagheripour MH. Non-linear seismic response analysis of the layered soil deposit using hybrid frequency-time domain (HFTD) approach. European Journal of Environmental and Civil Engineering, 2013, 17(10): 1039-1056 doi: 10.1080/19648189.2013.844205
|
| [15] |
Karami K, Manie S, Ghafouri K, et al. Nonlinear structural control using integrated DDA/ISMP and semi-active tuned mass damper. Engineering Structures, 2019, 181: 589-604 doi: 10.1016/j.engstruct.2018.12.059
|
| [16] |
范文亮, 盛向前. 平稳高斯激励下线性结构随机振动分析的辅助简谐激励广义法[J]. 力学学报, 2022, 54(1): 196-208
Fan Wenliang, Sheng Xiangqian. Auxiliary harmonic excitation generalized method for random vibration analysis of linear structures under stationary gaussian wxcitation. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(1): 196-208 (in Chinese)
|
| [17] |
方同. 工程随机振动. 北京: 国防工业出版社, 1995
Fang Tong. Engineering Random Vibration. Beijing: National Defense Industry Press, 1995 (in Chinese))
|
| [18] |
李鸿晶, 孙广俊, 任永亮. 平稳地震地面运动改进金井清谱的相关函数模型. 防灾减灾工程学报, 2007, 27(3): 251-257 doi: 10.13409/j.cnki.jdpme.2007.03.003
Li Hongjing, Sun Guangjun, Ren Yongliang. A correlation function model of earthquake-induuced ground process with modified Kanai-Tajimi Spectrum. Journal of Disaster Prevention and Mitigation Engineering, 2007, 27(3): 251-257 (in Chinese) doi: 10.13409/j.cnki.jdpme.2007.03.003
|
| [19] |
Jangid RS. Stochastic seismic response of structures isolated by rolling rods. Engineering Structures, 2000, 22(8): 937-946
|
| [20] |
Xu J, De CF. Seismic response analysis of nonlinear structures with uncertain parameters under stochastic ground motions. Soil Dynamics and Earthquake Engineering, 2018, 111: 149-159 doi: 10.1016/j.soildyn.2018.04.023
|
| [21] |
Ge XG, Li CD, Azim I, et al. Structural dynamic responses of linear structures subjected to Kanai-Tajimi excitation. Structures, 2021, 34: 3958-3967 doi: 10.1016/j.istruc.2021.08.092
|
| [22] |
孙攀旭, 杨红, 刘庆林. 基于动力特性的混合结构地震响应复模态叠加法. 工程力学, 2020, 37(11): 69-82 doi: 10.6052/j.issn.1000-4750.2019.12.0723
Sun XuPan, Yang Hong, Liu Qinglin. Complex mode superposition method of hybrid structure seismic responses based on dynamic characteristics. Engineering Mechanics, 2020, 37(11): 69-82 (in Chinese)) doi: 10.6052/j.issn.1000-4750.2019.12.0723
|
| [23] |
Yu H, Wang B, Li Y, et al. Semi-analytical solutions for stochastic response of non-classically damped linear structures to arbitrary time-frequency modulated seismic excitations. Earthquake Engineering and Structural Dynamics, 2021, 50(4): 1167-1186 doi: 10.1002/eqe.3394
|
| [24] |
Zhao Y, Li YY, Zhang YH, et al. Nonstationary seismic response analysis of long-span structures by frequency domain method considering wave passage effect. Soil Dynamics and Earthquake Engineering, 2018, 109: 1-9 doi: 10.1016/j.soildyn.2018.02.029
|
| [25] |
霍慧, 陈国海, 王文培等. 平稳/非平稳激励下中厚圆柱壳随机振动响应的基准解. 力学学报, 2022, 54(3): 762-776 doi: 10.6052/0459-1879-21-538
Huo Hui, Chen Guohai, Wang Wenpei, et al. Bencharmark solutions of random vibration responses for moderately thick cylindrical shells under stationary/nonstationary excitations. Chinese Journal of Theoretical and Applied Mechanics, 2022, 54(3): 762-776 (in Chinese) doi: 10.6052/0459-1879-21-538
|
| [26] |
李创第, 昌明静, 柏大炼等. 黏弹性隔震系统非均匀与完全非平稳地震响应解析分析. 振动与冲击, 2021, 40(7): 193-201 doi: 10.13465/j.cnki.jvs.2021.07.026
Li Chuangdi, Chang Mingjing, Bai Dalian, et al. Analytical solution to non-uniform and completely non-stationary seismic response of viscoelastic isolation system. Journal of Vibration and Shock, 2021, 40(7): 193-201 (in Chinese) doi: 10.13465/j.cnki.jvs.2021.07.026
|
| [27] |
宋帅, 钱永久, 钱聪. 桥梁地震需求中随机参数的重要性分析方法研究. 工程力学, 2018, 35(3): 106-114 doi: 10.6052/j.issn.1000-4750.2016.11.0856
Song Shuai, Qian Yongjie, Qian Cong. Research on methods for importance analysis of random parameter in bridge seismic demand. Engineering Mechanics, 2018, 35(3): 106-114 (in Chinese) doi: 10.6052/j.issn.1000-4750.2016.11.0856
|
| [28] |
Liu GH, Lian JJ, Liang C. An efficient approach for seismic analysis of multi-support structures equipped with coupled dampers using spectral moments instead of cross-correlation coefficients. Journal of Earthquake Engineering, 2016, 21(5): 701-725
|
| [29] |
Alderucci T, Muscolino G. Time-frequency varying response functions of non-classically damped linear structures under fully non-stationary stochastic excitations. Probabilistic Engineering Mechanics, 2017, 54: 95-109
|
| [30] |
欧进萍, 牛荻涛, 杜修力. 设计用随机地震动的模型及其参数确定. 地震工程与工程振动, 1991, 11(3): 45-54 doi: 10.13197/j.eeev.1991.03.004
Ou Jinping, Niu Ditao, Du Xiuli. Random earthquake ground motion model and its parameter determination used in aseismic design. Earthquake Engineering and Engineering Dynamics, 1991, 11(3): 45-54 (in Chinese) doi: 10.13197/j.eeev.1991.03.004
|
| [31] |
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. 应用数学和力学, 2017, 38 (1): 1-32 doi: 10.1007/s10483-016-2152-6
Lin Jiahao, Zhang Yahui, Zhao Yan. The pseudo-excitation method and its industrial applications in China and abroad. Applied Mathematics and Mechanics, 2017, 38 (1): 1-32 (in Chinese doi: 10.1007/s10483-016-2152-6
|
| 1. |
李创第，柴一格，樊新宇，王瑞勃，葛新广. 混联Ⅱ型惯容耗能减震结构响应及减震性能研究. 应用数学和力学. 2025(02): 208-222 .
| |
| 2. |
李创第，江丽富，葛新广，王瑞勃，李宇翔. 支撑刚度对黏弹性阻尼耗能结构的随机风振响应特性研究. 振动与冲击. 2024(21): 211-221 .
| |
| 3. |
李创第，王瑞勃，葛新广，江丽富. 非平稳地震激励下惯容耗能结构动力响应解析法. 振动工程学报. 2024(11): 1862-1874 .
| |
| 4. |
褚少辉，赵士永. 既有建筑抗震防灾技术探析. 工程与建设. 2023(06): 1753-1755 .
|
Supported by: Beijing Renhe Information Technology Co., Ltd. 
DownLoad: