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Local resonator with high-static-low-dynamic stiffness for lowering band gaps of flexural wave in beams

机译：高静低动力刚度的局部谐振器，用于减小梁中弯曲波的带隙

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Zhou J; Wang K; Xu D; Ouyang H;
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年度 2017
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1. Local resonator with high-static-low-dynamic stiffness for lowering band gaps of flexural wave in beams [J] . Jiaxi Zhou, Kai Wang, Daolin Xu, Journal of Applied Physics . 2017,第4期

机译：高静低动力刚度的局部谐振器，用于减小梁中弯曲波的带隙
2. An analysis of flexural wave band gaps of locally resonant beams with continuum beam resonators [J] . Wang Xiaoming, Wang Michael Yu Meccanica: Journal of the Italian Association of Theoretical and Applied Mechanics . 2016,第1期

机译：连续光束谐振器对局部谐振梁挠曲带隙的分析
3. Theoretical and Experimental Study of Locally Resonant and Bragg Band Gaps in Flexural Beams Carrying Periodic Arrays of Beam-Like Resonators [J] . Yong Xiao, Jihong Wen, Gang Wang, Journal of Vibration and Acoustics . 2013,第4期

机译：载有类似波束谐振器周期阵列的挠性梁中局部共振和布拉格带隙的理论和实验研究
4. NUMERICAL AND EXPERIMENTAL STUDY OF FLEXURAL WAVE BAND GAPS OF PERIODICAL LOCALLY-RESONANT BEAMS WITH SUSPENDED SEPARATED FORCE AND MOMENT RESONATORS [C] . Hangyuan Lv, Michael Yu Wang Conference on mechanical vibration and noise;ASME international design engineering technical conferences and computers and information in engineering conference . 2016

机译：悬浮力和力矩谐振器局部周期共振梁弯曲波带隙的数值和实验研究
5. Flexural stiffness and strength of reinforced timber beams . [D] . Alhayek, Hanan. 2009

机译：钢筋木梁的抗弯刚度和强度。
6. Anderson localization of flexural waves in disordered elastic beams [O] . Jesús Calleja Ángel, José Concepción Torres Guzmán, Alfredo Díaz de Anda -1

机译：无序弹性梁中弯曲波的Anderson局域化
7. Local resonator with high-static-low-dynamic stiffness for lowering band gaps of flexural wave in beams [O] . Zhou J, Wang K, Xu D, 2017

机译：高静低动力刚度的局部谐振器，用于减小梁中弯曲波的带隙
8. Flexural Properties of Glued-Laminated Southern Pine Beams with Laminations Positioned by Visual-Stiffness Criteria [R] . Moody, R. C., Bohannan, B. 1970

机译：用视觉刚度准则定位的胶合层压南方松木梁的弯曲性能

Local resonator with high-static-low-dynamic stiffness for lowering band gaps of flexural wave in beams

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