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  1. 121

    Lightning Damage to Landscape Palms by Stephen H. Brown, Douglas Caldwell, Ralph Mitchell

    Published 2021-01-01
    “…Given so many strikes, the probability of damage to certain palms is significant. Coconut palms, royal palms, and Washington palms are particularly vulnerable due to their great heights, but other tall palms may be equally susceptible. …”
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    Article
  2. 122

    Model Updating for Systems with General Proportional Damping Using Complex FRFs by Xinhai Wu, Huan He, Yang Liu, Guoping Chen

    Published 2020-01-01
    “…In this paper, we propose a model updating method for systems with nonviscous proportional damping. In comparison to the traditional viscous damping model, the introduction of nonviscous damping will not only reduce the vibration of the system but also change the resonance frequencies. …”
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    Article
  3. 123

    Pullback-Forward Dynamics for Damped Schrödinger Equations with Time-Dependent Forcing by Lianbing She, Yangrong Li, Renhai Wang

    Published 2018-01-01
    “…This paper deals with pullback dynamics for the weakly damped Schrödinger equation with time-dependent forcing. …”
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    Article
  4. 124

    On the strongly damped wave equation and the heat equation with mixed boundary conditions by Aloisio F. Neves

    Published 2000-01-01
    “…We study two one-dimensional equations: the strongly damped wave equation and the heat equation, both with mixed boundary conditions. …”
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  5. 125

    Damping of Linear Nonadiabatic MHD Waves in a Flowing Prominence Medium by Nagendra Kumar, Anil Kumar, Himanshu Sikka, Pradeep Kumar

    Published 2014-01-01
    “…We study the effect of shear flow on the time damping of linear nonadiabatic magnetoacoustic waves in a solar prominence. …”
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    Article
  6. 126

    Oscillation Criteria of Second-Order Dynamic Equations with Damping on Time Scales by Yang-Cong Qiu, Qi-Ru Wang

    Published 2014-01-01
    “…Using functions in some function classes and a generalized Riccati technique, we establish Kamenev-type oscillation criteria for second-order dynamic equations with damping on time scales of the form (r(t)(xΔ(t))γ)Δ+p(t)(xΔ(t)γ)+f(t,x(g(t)))=0. …”
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  7. 127

    Computation of Rayleigh Damping Coefficients for the Seismic Analysis of a Hydro-Powerhouse by Zhiqiang Song, Chenhui Su

    Published 2017-01-01
    “…The damping ratio of each mode is relatively accurate when the least square method is used, but the accuracy of the damping ratios that contribute substantially to seismic responses is hardly ensured. …”
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    Article
  8. 128

    Optimal Location of Plate Damped Parts by Use of a Genetic Algorithm by J.-L. Marcelin, Ph. Trompette

    Published 1994-01-01
    “…Optimal damping of plates (or beams) partially covered by viscoelastic constrained layers is presented. …”
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  9. 129

    Spatial decay estimates for a class of nonlinear damped hyperbolic equations by F. Tahamtani, K. Mosaleheh, K. Seddighi

    Published 2001-01-01
    “…This paper is concerned with investigating the spatial decay estimates for a class of nonlinear damped hyperbolic equations. In addition, we compare the solutions of two-dimensional wave equations with different damped coefficients and establish an explicit inequality which displays continuous dependence on this coefficient.…”
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  10. 130

    A capacity coordination strategy for converters integrated with active damping functionality by ZHANG Kejia, DING Long, YANG Hu, YANG Jinming, CHEN Wang

    Published 2025-01-01
    “…The active damping device mitigates resonance among multiple converters by creating a virtual resistance. …”
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    Article
  11. 131

    On Stability Analysis of Linear Axially Moving Damped Beam with Elastic Foundation by Ghulam Yameen Mallah, Rajab Ali Malookani, Sajad Hussain Sandilo, Sanaullah Dehraj

    Published 2024-01-01
    “…This study investigates the dynamical behavior of an axially moving beam with elastic foundation under viscous damping. The beam is taken to be simply supported at the ends. …”
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  12. 132

    Adaptive Damping of a Double-Beam Structure Based on Magnetorheological Elastomer by Tomasz Szmidt, Dominik Pisarski, Robert Konowrocki, Stefan Awietjan, Anna Boczkowska

    Published 2019-01-01
    “…Free vibrations of several double-beam structures with controllable damping members made of these MREs are investigated, and a method of semiactive control of such structures is proposed. …”
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  13. 133
  14. 134

    Vibration and Instability of Rotating Composite Thin-Walled Shafts with Internal Damping by Ren Yongsheng, Zhang Xingqi, Liu Yanghang, Chen Xiulong

    Published 2014-01-01
    “…The internal damping of shafts is introduced by adopting the multiscale damping analysis method. …”
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  15. 135
  16. 136

    Effect of the Size and Position of a Damping Ditch on the Reduction of the Blasting Vibration by Baofu Duan, Shizhan Shen, Guoshan Ta, Kebin Sun, Wei Hou, Li Gu

    Published 2020-01-01
    “…The size and position of the damping ditch have a direct impact on the blasting vibration. …”
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    Article
  17. 137

    A Stochastic Weakly Damped, Forced KdV-BO Equation by Guolian Wang

    Published 2014-01-01
    “…We investigate the long time behavior of the damped, forced KdV-BO equation driven by white noise. …”
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  18. 138

    Maintaining Specific Natural Frequency of Damped System despite Mass Modification by Rui Zhu, Qingguo Fei, Dong Jiang, Zhifu Cao

    Published 2019-01-01
    “…Results show that the optimal selection method has similar applicability as the existing real value method, and both methods are applicable only in cases of small damping. In addition, the absolute value method has extensive applicability in systems with either small or large damping.…”
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  19. 139

    Unified study of viscoelasticity and sound damping in hard and soft amorphous solids by Hideyuki Mizuno, Kuniyasu Saitoh, Yusuke Hara, Atsushi Ikeda

    Published 2025-01-01
    “…Here, we propose a unified theory for viscoelasticity and sound damping which are significantly different between hard and soft amorphous solids but are ultimately determined by non-Debye scaling laws of the non-phonon vibrational modes. …”
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  20. 140

    Semi-Active Damping of Vibrations. Prestress Accumulation-Release Strategy Development by A. Mroz, A. Orlowska, J. Holnicki-Szulc

    Published 2010-01-01
    “…The strain energy is converted into kinetic energy of higher modes of vibration which is suppressed with structural damping or by means of a damping device. The adaptation process essentially affects the first mode vibrations by introducing an elastic force that opposes the movement. …”
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