Journal of Sound and Vibration最新文献_第6页

A review of the ground seismic vibrations induced by wind-turbines: Controls, issues and opportunities 风力涡轮机引起的地面地震振动综述：控制、问题和机遇

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2025-11-29 DOI: 10.1016/j.jsv.2025.119576

Maria-Daphne Mangriotis , Phung Nguyen , Colin MacBeth , Vanessa Monteleone , Gaye Bayrakci , Michael A. Clare

{"title":"A review of the ground seismic vibrations induced by wind-turbines: Controls, issues and opportunities","authors":"Maria-Daphne Mangriotis , Phung Nguyen , Colin MacBeth , Vanessa Monteleone , Gaye Bayrakci , Michael A. Clare","doi":"10.1016/j.jsv.2025.119576","DOIUrl":"10.1016/j.jsv.2025.119576","url":null,"abstract":"<div><div>To meet our Net Zero commitments, the past decade has seen a dramatic increase in wind power, with hundreds of thousands of wind turbines already in place. Many studies have focused on the environmental impact of windfarms; however, wind turbine-induced ground seismic vibrations have received less attention. Prior seismic observations near wind turbines show apparently contradictory spatio-temporal noise patterns and complex relationships to operational parameters. Here, we investigate these contradictions, categorizing seismic observations from wind farms worldwide, and explain the causes for this variation. We link the ground seismic response to the fundamentals of wind, the structural response of wind turbines, and the interactions of their foundations with variable geology. We summarise these approaches and discuss potential implementation in noise management, alongside noise suppression technologies. We finally explore the use of wind turbine noise as a seismic source to potentially monitor the structural health of wind turbine structures, and the subsurface. The latter is highly relevant to measurement, monitoring and verification of CO<sub>2</sub> and H<sub>2</sub> storage, where cost-effective and long-term monitoring solutions are necessary.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119576"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145977913","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Corrigendum to “Vibration characteristics of integrally mistuned turbine blisks with hard-coating and bladed multi-packet shrouds” [Journal of Sound and Vibration, Volume 625, 17 March 2026, 119607] “带有硬涂层和叶片多包护罩的整体失谐涡轮叶片的振动特性”的勘误[声音与振动杂志，625卷，2026年3月17日，119607]

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2026-01-12 DOI: 10.1016/j.jsv.2026.119655

Wensai Ma , Bin Bai , Xiang Li , Xinye Li , Shichuan Wang , Gang Chen

引用次数: 0

A stabilization technique for immersogeometric analysis of plate and shell problems in explicit dynamics 显式动力学中板壳浸入式几何分析的稳定化技术

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2025-12-18 DOI: 10.1016/j.jsv.2025.119615

Giuliano Guarino, Yannis Voet, Pablo Antolin, Annalisa Buffa

引用次数: 0

An adaptive method for three-dimensional vibration suppression of a beam with time-varying added mass 具有时变附加质量的梁的三维振动自适应抑制方法

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2026-01-01 DOI: 10.1016/j.jsv.2025.119633

Wei Chu , Yan Qing Wang

{"title":"An adaptive method for three-dimensional vibration suppression of a beam with time-varying added mass","authors":"Wei Chu , Yan Qing Wang","doi":"10.1016/j.jsv.2025.119633","DOIUrl":"10.1016/j.jsv.2025.119633","url":null,"abstract":"<div><div>Beams with time-varying added mass are prone to vibrations due to external disturbances, whose vibration suppression is challenging because of the time-varying characteristics of the system. In this paper, an adaptive method for three-dimensional (3-D) vibration mitigation of beams with time-varying added mass is proposed. First, the dynamic equations of the beam with time-varying added mass incorporating geometric nonlinearity are derived using Lagrange’s equations. Then, the proposed method is applied to the motion of the flywheel assembly installed on the beam. Theoretical results under free and forced vibration confirm the feasibility of the proposed method for 3-D vibration mitigation of the beam with added mass exhibiting different time-varying characteristics, even in the presence of nonlinear vibrations. Moreover, experimental results validate the effectiveness of the proposed method. Compared to the existing methods, the proposed method does not require prior knowledge of the parameters of the beam with time-varying added mass. It is not constrained by the bounds of parameter variations or the forms of these variations. Thus, the proposed method offers good adaptability and strong robustness for 3-D vibration suppression of beams with time-varying added mass.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119633"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145977912","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

A novel approach for identifying system poles using multi-reference transmissibility functions based on frequency shifts 一种基于频移的多参考传递率函数识别系统极点的新方法

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2026-01-03 DOI: 10.1016/j.jsv.2026.119638

Reza Tarinejad, Farhad Amanzad

{"title":"A novel approach for identifying system poles using multi-reference transmissibility functions based on frequency shifts","authors":"Reza Tarinejad, Farhad Amanzad","doi":"10.1016/j.jsv.2026.119638","DOIUrl":"10.1016/j.jsv.2026.119638","url":null,"abstract":"<div><div>System pole identification using Operational Modal Analysis (OMA) methods is often subject to significant estimation errors. A key source of these inaccuracies is the presence of non-periodic frequency components in short-domain earthquake records, which amplify variance errors, especially in higher modes. Additionally, violations of Fast Fourier Transform (FFT) assumptions on discrete signals introduce bias errors across all structural modes. To overcome these limitations, this study introduces a novel method called Multi-Reference Transmissibility Complex Frequency (MTCF). This approach defines new transmissibility matrices in the frequency domain using the z-transform framework. By integrating both forward and backward frequency shifts into the transmissibility functions, MTCF effectively reduces variance errors, particularly in higher modes, while also minimizing bias across all modes. The method's performance is evaluated using a four-degree-of-freedom reinforced concrete frame subjected to three different earthquake records under varying loading conditions. Results show that natural frequencies and mode shapes and damping ratios of higher modes are identified with accuracy comparable to lower modes, eliminating the need to decompose frequency responses into single-frequency components for damping estimation. Unlike OMA-based techniques, where higher modes often remain undetected or exhibit larger errors, the MTCF method Mitigates spectral leakage and numerical dispersion. This enables accurate and robust identification of all modal parameters, regardless of the structure’s degrees of freedom or the complexity of external excitations.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119638"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145927817","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

An experimental self-structuring type-3 fuzzy vibration control: H∞-based robustness and online dynamic modeling 基于H∞鲁棒性和在线动态建模的实验性自结构3型模糊振动控制

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2026-01-03 DOI: 10.1016/j.jsv.2025.119634

Chunwei Zhang , Tianpeng Li , Ardashir Mohammadzadeh , Hamid Taghavifar , Rathinasamy Sakthivel

{"title":"An experimental self-structuring type-3 fuzzy vibration control: H∞-based robustness and online dynamic modeling","authors":"Chunwei Zhang , Tianpeng Li , Ardashir Mohammadzadeh , Hamid Taghavifar , Rathinasamy Sakthivel","doi":"10.1016/j.jsv.2025.119634","DOIUrl":"10.1016/j.jsv.2025.119634","url":null,"abstract":"<div><div>This paper presents a solution to the limitations of traditional vibration control methods, which often depend on precise structural parameters and mathematical models, leading to poor performance under real-world uncertainties and nonlinearities. The study introduces an vibration control system based on adaptive Active Rotary Inertia Driver (ARID) systems. This system integrates three key components: fractional-order dynamic fuzzy modeling for online system identification, a self-structuring Type-3 Fuzzy Logic System (T3-FLS) with non-singleton fuzzification to handle sensor noise and uncertainties, and an adaptive compensator based on the H<sub>∞</sub> theorem to ensure robustness against disturbances and parameter variations. The T3-FLS employs a new self-structuring algorithm that autonomously optimizes rule databases, membership functions, and parameters in response to dynamic conditions, addressing a gap in the existing literature regarding self-structuring mechanisms for T3-FLSs in vibration control applications. Experimental/simulation validation demonstrates the superiority of the proposed system compared to conventional methods. In experiments/simulations, the proposed algorithm achieved a peak angle of 0.009/0.005 rad and an RMS of 91.5%/95.7%, showing significant improvements over conventional methods, which only achieved 0.7%/1.4% and 0.8% /2.3% under perturbed dynamics (see the video of implementation at <span><span>https://youtu.be/OWS8Ums95sQ</span><svg><path></path></svg></span>.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119634"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145927865","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Corrigendum to “Pseudo-intensity vector based sound speed measurement in indoor environments and its application to beamforming calibration” [Journal of Sound and Vibration, 625 (2026), 1–13/119561] “基于伪强度矢量的室内声速测量及其在波束形成校准中的应用”的勘误[j] .声与振动学报，625(2026),1-13/119561。

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2025-12-24 DOI: 10.1016/j.jsv.2025.119620

Bing Zhu, Wen Zhang, Xianrui Wang, Jingdong Chen

引用次数: 0

A response-spectra-based design method for LQR control of active base-isolated buildings with bilinear oil dampers 基于响应谱的双线性油阻尼器主动隔基结构LQR控制设计方法

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2025-12-20 DOI: 10.1016/j.jsv.2025.119618

Yunhao Zhang , Daiki Sato , Yinli Chen , Jinhua She , Kou Miyamoto

{"title":"A response-spectra-based design method for LQR control of active base-isolated buildings with bilinear oil dampers","authors":"Yunhao Zhang , Daiki Sato , Yinli Chen , Jinhua She , Kou Miyamoto","doi":"10.1016/j.jsv.2025.119618","DOIUrl":"10.1016/j.jsv.2025.119618","url":null,"abstract":"<div><div>Linear quadratic regulator (LQR) control has been widely demonstrated to be suitable and effective for active base-isolated buildings. However, its application to the buildings equipped with nonlinear dampers remains challenging due to the theoretical and design complexity. This paper presents a simple response-spectra-based design method for LQR control of active base-isolated buildings with bilinear oil dampers (BODs). First, a gain-scheduling-based LQR (GSLQR) control algorithm is presented to accommodate BODs. The GSLQR controller is defined as a total controller composed of BODs as the passive part and a gain-scheduling (GS) controller as the active part. This separates BODs from the plant, thereby transforming the control of a nonlinear system into the control of a linear system. We optimize the total control force using an LQR algorithm considering acceleration, velocity, and displacement. Then, a response-spectra-based design method is presented. We construct an equivalent passive model (EPM) of the system, which enables the estimation of maximum responses on the response spectra. Moreover, a control-force spectrum is presented to estimate the maximum required active control force. Finally, a design procedure is provided and an example is given to show the feasibility of the design method. The results indicate that this method extends LQR control to buildings with BODs and determines the design parameters from the spectra to meet the design requirements, without relying on simulations or trial-and-error procedures. This presents a promising strategy for designing active control systems in buildings equipped with nonlinear dampers.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119618"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145881753","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

A reduced order modeling strategy for nonlinear elasto-dynamic systems with cyclic symmetry in rolling contact 滚动接触循环对称非线性弹性动力系统的降阶建模策略

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2026-01-08 DOI: 10.1016/j.jsv.2026.119645

Lukas Bürger , Régis Boukadia , Frank Naets

{"title":"A reduced order modeling strategy for nonlinear elasto-dynamic systems with cyclic symmetry in rolling contact","authors":"Lukas Bürger , Régis Boukadia , Frank Naets","doi":"10.1016/j.jsv.2026.119645","DOIUrl":"10.1016/j.jsv.2026.119645","url":null,"abstract":"<div><div>Rolling contact is frequently modeled for simulating engineering systems (e.g. tires or bearings). When accounting for geometric and material nonlinearity, model order reduction (MOR) becomes essential to reduce the computational costs of dynamic simulations. Addressing nonlinear systems with distributed nonlinearities in combination with large areas of rough surface contact and a dynamically changing active set presents a challenge for state-of-the-art MOR methods. Therefore, a tailored a-priori MOR approach to address large deformation rolling contact for cyclically symmetric systems is presented.</div><div>We propose a novel two-step, projection-based nonlinear MOR for rolling contact. In the first step, the reduction basis based on the Multi Expansion Modal method is transformed to a Generalized Component Mode Synthesis framework to achieve rotational invariance of the basis. To capture the nonlinear variations due to rotation and the resulting change of the active contact area, an interpolation approach is employed to adjust the basis accordingly. In the second step, the Energy Conserving Sampling and Weighting hyper reduction parameters are also adapted through interpolation.</div><div>The proposed method is validated for the case of a Grosch wheel rotating on a smooth surface and a tire rotating on a rough road. In both cases, the reduced-order model accurately replicates the full-order model’s dynamic behavior. While the speedup is limited in the Grosch wheel case, significant speedup is achieved for a nonlinear tire model with a maximum speedup factor of 20.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119645"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145977918","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Maximum response of SDOF systems under consecutive triangular pulses 连续三角脉冲作用下SDOF系统的最大响应

IF 4.9 2区工程技术

Journal of Sound and Vibration Pub Date : 2026-03-31 Epub Date: 2026-01-10 DOI: 10.1016/j.jsv.2025.119631

Ran Eckl, Hezi Y. Grisaro

{"title":"Maximum response of SDOF systems under consecutive triangular pulses","authors":"Ran Eckl, Hezi Y. Grisaro","doi":"10.1016/j.jsv.2025.119631","DOIUrl":"10.1016/j.jsv.2025.119631","url":null,"abstract":"<div><div>This study investigates the dynamic response of linear-elastic and elastic-plastic Single Degree of Freedom (SDOF) systems subjected to two consecutive triangular pulse loads, a scenario relevant to blast-resistant design yet often neglected in conventional analysis. The concept of an amplification factor (AMF) is introduced to quantify the increase in maximum displacement relative to a single load. The response is analyzed across three classical regimes: impulsive, dynamic, and quasi-static, highlighting the dominant role of delay time between pulses in shaping the structural response. Closed-form expressions are derived for AMF in both impulsive and quasi-static limits, and analytical relationships are established between the amplification factor and the asymptotic bounds of Pressure-Impulse (P-I) diagrams. Parametric studies show that while the impulse and peak pressure ratios (<em>η</em> and <em>κ</em>) set the amplification bounds, the delay time (<em>t<sub>h</sub></em>) critically governs the maximum response. In the elastic-plastic case, three distinct regimes are identified based on the yielding state at the time of the second load, and closed-form expressions for the asymptotes are derived. The findings offer both fundamental insight and practical tools for constructing conservative failure envelopes without the need for extensive numerical simulations.</div></div>","PeriodicalId":17233,"journal":{"name":"Journal of Sound and Vibration","volume":"626 ","pages":"Article 119631"},"PeriodicalIF":4.9,"publicationDate":"2026-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145977915","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0