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Nonlinear Vibration Isolation Study of a Simply Supported Beam Bridge Based on the IHBM
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Xiang ZHAO1, Guozhang TANG1, Chuang CHANG1, Yinghui LI2
Chinese Quarterly of Mechanics | 2025, 46(3) : 695 - 703
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Chinese Quarterly of Mechanics | 2025, 46(3): 695-703
Nonlinear Vibration Isolation Study of a Simply Supported Beam Bridge Based on the IHBM
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Xiang ZHAO1, Guozhang TANG1, Chuang CHANG1, Yinghui LI2
Affiliations
  • 1.School of Civil Engineering and Geomatics, Southwest Petroleum University, Chengdu 610500, Sichuan, China
  • 2.School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu 610500, Sichuan, China
Published: 2025-09-25 doi: 10.15959/j.cnki.0254-0053.2025.03.011
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This paper investigates the nonlinear vibration isolation problem of simply supported beam bridge structures under displacement excitation, employing the Incremental Harmonic Balance Method (IHBM) to derive an approximate analytical solution for the nonlinear vibration response of the beam. The research focuses on a coupled system consisting of a quasi-zero stiffness (QZS) isolator, constructed using a three-spring system, and a simply supported beam bridge. Based on the classical Euler-Bernoulli beam theory, the governing equations of motion under displacement excitation are established and systematically solved using the IHBM, with the entire analytical process thoroughly derived. The study transforms the final solution into a linear matrix equation using generalized coordinates, achieving a procedural and standardized computational process. To validate the reliability of the IHBM approximate analytical results, the study compares the IHBM computational results with numerical solutions obtained using the fourth-order Runge-Kutta method (ODE45). The results demonstrate that the IHBM method exhibits significant advantages in computational stability and result completeness. Additionally, through parametric analysis, the study explores the influence of key isolator parameters on system amplitude, further confirming the effectiveness and engineering practicality of the IHBM in nonlinear vibration isolation research. The research outcomes provide new theoretical foundations and methodological references for the nonlinear vibration isolation analysis of simply supported beam structures, offering important guidance for engineering practice.

IHBM  /  quasi-zero stiffness (QZS) isolator  /  Euler-Bernoulli beam bridge  /  nonlinear vibration
Xiang ZHAO, Guozhang TANG, Chuang CHANG, Yinghui LI. Nonlinear Vibration Isolation Study of a Simply Supported Beam Bridge Based on the IHBM[J]. Chinese Quarterly of Mechanics, 2025 , 46 (3) : 695 -703 . DOI: 10.15959/j.cnki.0254-0053.2025.03.011
Year 2025 volume 46 Issue 3
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Article Info
doi: 10.15959/j.cnki.0254-0053.2025.03.011
  • Receive Date:2025-02-18
  • Online Date:2026-03-24
  • Published:2025-09-25
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  • Received:2025-02-18
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    1.School of Civil Engineering and Geomatics, Southwest Petroleum University, Chengdu 610500, Sichuan, China
    2.School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu 610500, Sichuan, China
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https://castjournals.cast.org.cn/joweb/lxjk/EN/10.15959/j.cnki.0254-0053.2025.03.011
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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