Relevant bibliographies by topics / Dynamic loads of vibration acceleration

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Dynamic loads of vibration acceleration'

Author: Grafiati
Published: 4 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Dynamic loads of vibration acceleration"

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Zheng, Wei, Wubing Yang, Sen Li, et al. "Transient Dynamic Analysis of Composite Vertical Tail Structures Under Transportation-Induced Vibration Loads." Symmetry 17, no. 8 (2025): 1182. https://doi.org/10.3390/sym17081182.

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The potential damage to aviation products caused by vibration and shock during road transportation has long been overlooked, despite structural failure under dynamic loading emerging as a critical technical challenge affecting product reliability. For aviation components, both stress and vibration analysis are essential prerequisites prior to formal assembly. This study investigates a symmetric vertical tail, a common aviation structure, employing an innovative model group analysis method to characterize its dynamic stress and strain distributions under real transportation conditions. Experime
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Zhang, Zhange, Wenbo Ji, Bowen Yang, Junzhou Huo, and Xuanxuan Li. "Dynamic analysis and vibration reduction of mechanical-hydraulic coupled tunnel boring machine (TBM) main drive system." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 236, no. 1 (2021): 115–25. http://dx.doi.org/10.1177/09544062211029330.

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Tunnel Boring Machine always works in the changeable geologies with multiple drivers, which leads to severe vibration of the TBM main drive system and key component failures. The vibration characteristics of TBM under different working conditions and the vibration reduction analysis have important meanings. First of all, by considering the time-varying random loads of the cutters, the contact force of the gears, the stiffness of the main bearing, and the stiffness of the cylinders, a mechanical-hydraulic coupling nonlinear dynamic model of the TBM main drive system was built according to the a
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Bulat, Anatolii, Mykola Lysytsia, Vladimir Lapin, et al. "Development and implementation of vibroseismic protection of buildings and structures from external dynamic loads." IOP Conference Series: Earth and Environmental Science 1348, no. 1 (2024): 012066. http://dx.doi.org/10.1088/1755-1315/1348/1/012066.

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Abstract The article considers the results of vibration dynamic tests of the vibration acceleration levels of a vibration insulated reinforced concrete slab and floors of a residential building, which have confirmed the effectiveness of the seismic vibration isolation system using rubber elements. The registered levels of vibration accelerations in residential premises on different floors do not exceed permissible levels according to sanitary standards, which ensures comfortable living conditions in the presence of dynamic influences. To determine the actual vibration levels of the soil and pi
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Bai, Wei, Kun Mu, Lingwei Kong, Wenbo Zhang, and Xiu Yue. "Dynamic Response and Its Frequency Domain Characteristics of Lateritic Soil Subgrade under Traffic Load during Construction." Advances in Civil Engineering 2020 (October 24, 2020): 1–12. http://dx.doi.org/10.1155/2020/8899482.

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Field tests were carried out on the compacted lateritic soil subgrade of Laibin-Mashan expressway in Guangxi Province to obtain the vertical vibration acceleration and dynamic stress amplitude of each test point under different axle loads and different driving speeds. The distribution law of the dynamic response and its frequency domain characteristics obtained by wavelet analysis emerged. The vibration of the subgrade is clearly aggravated by the increase of speed and load. Specifically, the acceleration of vehicle speed from 20 km/h to 40 km/h has a prominent effect on the vibration of subgr
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Yu, Dongyang, Jianfei He, Feihu Peng, et al. "Study on Vibration Characteristics of Paddy Power Chassis under Different Driving Conditions." Agriculture 13, no. 9 (2023): 1842. http://dx.doi.org/10.3390/agriculture13091842.

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To elucidate the vibrational characteristics of power chassis in paddy fields, we examined the Yanmar VPG6G rice transplanter across diverse terrains, including paddy fields, dry land, and concrete roads. Vibrational acceleration measurements, taken in longitudinal, transverse, and vertical orientations at key chassis locations, revealed noteworthy findings. The Mizuta power chassis exhibited its lowest root-mean-square (RMS) vibrational acceleration on concrete, while the highest was observed on paddy fields. The acceleration power spectra predominantly peaked between 1~14 Hz, with peak value
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Sirotin, Pavel V., Aleksandr G. Sapegin, and Sergey V. Zlenko. "Experimental studies of ride quality of selfpropelled combine harvester." MATEC Web of Conferences 226 (2018): 01003. http://dx.doi.org/10.1051/matecconf/201822601003.

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The given work is devoted to the study of dynamic loads acting upon a combine harvester, which is one of the most vibration-loaded types of modern transport and technological machines. The results on the evaluation of dynamic loads and ride quality parameters of a self-propelled combine harvester when driving along gravel and bituminous surfaces under various operating conditions are presented based on complex experimental studies carried out with the help of tensor and vibrometry methods. The method and conditions of measurements are given. On the basis of the experimental studies, the accele
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Hawryszków, Paweł, Roberto Pimentel, Rafaela Silva, and Felipe Silva. "Vertical Vibrations of Footbridges Due to Group Loading: Effect of Pedestrian–Structure Interaction." Applied Sciences 11, no. 4 (2021): 1355. http://dx.doi.org/10.3390/app11041355.

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The vibration serviceability of footbridges has evolved from the adoption of a single pedestrian crossing in the resonance condition to load cases in which several pedestrians cross the structure simultaneously. However, in spite of this improvement, pedestrians continue to be considered as applied loads in codes of practice. Recent research has pointed out that modeling pedestrians as dynamic systems is a step further in the search for a more realistic design approach. This is explored in this paper, focusing on the case of vertical vibration. A two-span cable-stayed test structure was select
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Gu, Zhanfei, Hailong Wei, Zhikui Liu, and Mingfei Zhang. "Dynamic Response Mechanism of Silt Ground under Vibration Load." Sustainability 14, no. 16 (2022): 10335. http://dx.doi.org/10.3390/su141610335.

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The frequent vibration loads during the operation of trains can cause vibration deformation of the tunnel structure and surrounding weak strata, thereby endangering the safe operation of trains. The purpose of this paper is to study the dynamic response of surrounding soil layers caused by train vibrations through the finite difference method with FLAC3D. Based on existing research, we studied the artificially deterministic exciting force function. Then, we simulated the tunnel working conditions of a train with a 3D model, and applied the artificially deterministic exciting force function to
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Zhang, Qishu, Wuming Leng, Junli Dong, and Fang Xu. "Dynamic Response Characteristics of Railway Subgrade Using a Newly-Developed Prestressed Reinforcement Structure: Case Study of a Model Test." Materials 15, no. 19 (2022): 6651. http://dx.doi.org/10.3390/ma15196651.

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Poor subgrade conditions usually induce various subgrade diseases in railways, leading to some adverse influences. An innovative technology that involves installing a prestressed reinforcement structure (PRS) that consists of steel bars and lateral pressure plates (LPP) for subgrade was introduced to improve its stress field and provide compulsive lateral deformation constraints for slope. In this study, an investigation into the dynamic acceleration responses of railway subgrade strengthened according to different PRS schemes was presented using a 1:5 scale model test, aiming to explore the e
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Sadeghi, Faraz, Ahmad Kueh, Ali Bagheri Fard, and Nasim Aghili. "Vibration Characteristics of Composite Footbridges under Various Human Running Loads." ISRN Civil Engineering 2013 (October 22, 2013): 1–8. http://dx.doi.org/10.1155/2013/817384.

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Various types of human running dynamic loads are numerically studied and compared to assess vibration characteristics of the light and slender composite footbridges. Running, which is a common human activity, has been categorized with respect to its intensity into jogging, normal running, and sprinting. To explore the footbridge’s performance, the vibration responses are investigated through a series of analyses in terms of the peak accelerations and displacements. In the model verification, the acquired first natural frequency of structure has shown good agreement with the value reported in t
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Dissertations / Theses on the topic "Dynamic loads of vibration acceleration"

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De, Silva Sandun S. "Vibration characteristics of steel-deck composite floor systems under human excitation." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16538/1/Sandun_De_Silva_Thesis.pdf.

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Steel-deck composite floor systems are being increasingly used in high-rise building construction, especially in Australia, as they are economical and easy to construct. These composite floor systems use high strength materials to achieve longer spans and are thus slender. As a result, they are vulnerable to vibration induced under service loads. These floors are normally designed using static methods which will not reveal the true behaviour and miss the dynamic amplifications resulting in inappropriate designs, which ultimately cause vibration and discomfort to occupants. At present the
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De, Silva Sandun S. "Vibration characteristics of steel-deck composite floor systems under human excitation." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16538/.

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Steel-deck composite floor systems are being increasingly used in high-rise building construction, especially in Australia, as they are economical and easy to construct. These composite floor systems use high strength materials to achieve longer spans and are thus slender. As a result, they are vulnerable to vibration induced under service loads. These floors are normally designed using static methods which will not reveal the true behaviour and miss the dynamic amplifications resulting in inappropriate designs, which ultimately cause vibration and discomfort to occupants. At present the
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Södergren, Jones, and Anton Barraza. "Dynamic Assessment of Footbridges : A designer's method to estimate running induced vibrations." Thesis, KTH, Bro- och stålbyggnad, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-229814.

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Dynamic problems in footbridges, such as sensible vibrations caused by human induced loading, has on a number of occasions been observed. These vibrations are rarely an ultimate limit state problem, but can be perceived as unpleasant by the pedestrian. In design guidelines there are propositions for how to asses the dynamic problem. However, they only take the walking load into account. It has been shown that, in the case of a running load, accelerations that lie above the comfort zone can occur and that running loads are more severe than walking loads in some cases. It is possible that the ru
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Muluka, Venu. "Optimal suspension damping and axle vibration absorber for reduction of dynamic tire loads." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0005/MQ39479.pdf.

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FAN, YINA, and FANGZHOU LIU. "Dynamic Analysis of Long Span Footbridges." Thesis, KTH, Bro- och stålbyggnad, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-169183.

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A footbridge in Slussen is planned to be built and will connect the area of Gamla Stan with Sodermalm. As an increasing number of footbridges with large span tend to become more flexible and light these days, the corresponding dynamic problems due to decreased stiffness and mass draw much more attention. Specifically speaking, reduced stiffness and mass lead to smaller natural frequencies, which make the structure more sensitive to pedestrian-induced loading, especially in lateral direction. Fortunately, in this master thesis, only the vibration in vertical direction is focused due to that the
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Norouzi, Mahdi. "An Efficient Method to Assess Reliability under Dynamic Stochastic Loads." University of Toledo / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1349496534.

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Arvidsson, Therese. "Train–Bridge Interaction : Literature Review and Parameter Screening." Licentiate thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-144843.

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New railway lines are continuously being constructed and existing lines are upgraded. Hence, there is a need for research directed towards efficient design of the supporting structures. Increasingly advanced calculation methods can be motivated, especially in projects where huge savings can be obtained from verifying that existing structures can safely support increased axle loads and higher speeds. This thesis treats the dynamic response of bridges under freight and passenger train loads. The main focus is the idealisation of the train load and its implications for the evaluation of the verti
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Barrett, Anthony R. "Dynamic Testing of In-Situ Composite Floors and Evaluation of Vibration Serviceability Using the Finite Element Method." Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/28879.

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The presented research examined three areas: best practices in high quality dynamic testing of in-situ floor systems, extensive dynamic testing of three bare (non-fit out) in-situ multi-bay steel composite floors to estimate their dynamic parameters/response and to identify trends in dynamic behavior, and development of a set of fundamental finite element (FE) modeling techniques to adequately represent the dynamic response of steel composite floors for the purpose of evaluating vibration serviceability. The measurement, analysis, and computation of a floor's accelerance frequency response fu
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Senthilvasan, Jeevanandam. "Dynamic response of curved box girder bridges." Thesis, Queensland University of Technology, 1997.

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Oberhagemann, Jan [Verfasser], and Bettar O. el [Akademischer Betreuer] Moctar. "On Prediction of Wave-Induced Loads and Vibration of Ship Structures with Finite Volume Fluid Dynamic Methods / Jan Oberhagemann ; Betreuer: Bettar O. el Moctar." Duisburg, 2017. http://d-nb.info/1125371374/34.

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Books on the topic "Dynamic loads of vibration acceleration"

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Kulisiewicz, Maciej. Modeling and identification of nonlinear mechanical systems under dynamic complex loads. Oficyna Wydawnicza Politechniki Wrocławskiej, 2005.

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L, Peterson Randall, Graham T. A, and Ames Research Center, eds. Simulated rotor test apparatus dynamic characteristics in the 80- by 120-foot wind tunnel. National Aeronautics and Space Administration, Ames Research Center, 1990.

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United States. National Aeronautics and Space Administration., ed. System identification of damped truss-like space structures. National Aeronautics and Space Administration, 1995.

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Center, Lewis Research, ed. SAMS acceleration measurements on Mir from January to May 1997 (NASA Increment 4). National Aeronautics and Space Administration, Lewis Research Center, 1998.

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DeLombard, Richard. SAMS acceleration measurements on Mir from January to May 1997 (NASA Increment 4). National Aeronautics and Space Administration, Lewis Research Center, 1998.

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Shukla, A. Dynamic failure of materials and structures / Arun Shukla, Guruswami Ravichandran, Yapa D.S. Rajapakse, editors,. Springer, 2010.

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Gherlone, Marco. Dynamic shape reconstruction of three-dimensional frame structures using the inverse finite element method. National Aeronautics and Space Administration, Langley Research Center, 2011.

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Buyal'skiy, Vladimir. Wind turbines with optimal control of electricity generation. INFRA-M Academic Publishing LLC., 2023. http://dx.doi.org/10.12737/1946200.

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In the monograph, based on the analysis of modern methods of automatic control of wind power installations, a solution is proposed for the correct connection (in theoretical terms) of related problems of dynamic behavior of power units with optimal control of electricity generation. In this direction, principles, structures and algorithms have been obtained to reduce the dynamic loads of the components of modern wind turbines based on timely preparation of the system for external disturbing influences and taking into account the vibration load of the drive under different operating modes of th
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Buyal'skiy, Vladimir. Efficiency of wind turbines in the Arctic and the Far North. INFRA-M Academic Publishing LLC., 2025. https://doi.org/10.12737/2163331.

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Based on the analysis of modern methods of automatic control of a wind farm, the monograph suggests a solution for the correct connection (in theoretical terms) of the problems of dynamic behavior of power units with optimal control of electricity generation and distribution to consumers in the Arctic and the Far North. In this direction, the principles, structures, mathematical models and algorithms have been obtained to reduce the dynamic loads of the components of modern wind turbines based on timely preparation of the system for external disturbances, consideration of the vibration load of
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Dynamics of the McDonnell Douglas large scale dynamic rig and dynamic calibration of the rotor balance. National Aeronautics and Space Administration, Ames Research Center, 1994.

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Book chapters on the topic "Dynamic loads of vibration acceleration"

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Ni, Wenjun, and Chang Zhang. "Dynamic Simulation and Vibration Analysis of Rolling Bearing with Outer Ring Defects." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-97-7887-4_61.

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Abstract The statement is about establishing a finite element dynamic analysis model for a rolling bearing with a pit defect on its outer ring surface. Considering the influence factors such as load, speed, contact and friction, the dynamic response of the bearing outer ring surface with pit defects is studied. The shear stress when the ball enters and leave the defect and the vibration acceleration change between the rolling element and the outer ring are analyzed. Based on the shear stress distribution and vibration response information inside the structure, the fault mechanism of high-speed
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Koçak, Eren, Caner Gençoğlu, Bülent Acar, and Kenan Gürses. "Estimating Applied Loads and Response Accelerations on a Dynamic System Using Vibration Data." In Topics in Modal Analysis & Testing, Volume 8. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12684-1_20.

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Sun, Yu, Xuyang Cao, Yunbo Yuan, Guang Zhao, Song Ma, and Haofan Li. "Fault Simulation and Experimental Validation of Accessory Transmission System." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_31.

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AbstractAs an important part of the aero-engine, the accessory transmission system affects the operation status of the engine, and it is of great significance to carry out fault mechanism analysis and fault identification. This paper takes a certain type of aero-engine accessory transmission system as the research object, flexes the box using ANSYS, establishes a rigid-flexible coupling model under normal working conditions and fault conditions through ADAMS, and studies the vibration characteristics in single fault and multi-fault combination modes, such as unbalance of the shaft system, gear
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Balendra, T. "Dynamic Effects of Winds on Buildings." In Vibration of Buildings to Wind and Earthquake Loads. Springer London, 1993. http://dx.doi.org/10.1007/978-1-4471-2055-1_3.

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Zhou, Jie, Haowen Mou, Junchao Gao, and Xueping Chang. "Vibration and Stability Analysis of Functionally Gradient Flow Pipe with Axial Motion." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_4.

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AbstractThe axially moving functionally graded pipe is widely used in many fields of industry, and its vibration and stability analysis is the key to its design. In this paper, the vibration characteristics and stability of functionally graded pipes with axial motion are analyzed. Based on the extended Hamilton variational principle, the dynamic equation of the pipe with internal flow velocity, material volume fraction index and axial velocity is established. The modified Galerkin method is used to solve the dynamic equation. The influence of the internal flow velocity, material volume fractio
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Kanno, Yoshihiro, and Izuru Takewaki. "Dynamic Steady-State Analysis of Structures under Uncertain Harmonic Loads via Semidefinite Program." In IUTAM Symposium on the Vibration Analysis of Structures with Uncertainties. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0289-9_8.

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Li, Lin, Zhenzhong Wei, Yunan Jiang, et al. "Study on Dynamic Response of Gas Insulated Line Pipe Gallery Under Vehicle Traveling Loads." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_27.

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AbstractThis study relies on the Huangbuling 500 kV transmission project to investigate the dynamic response law of gas insulated line (GIL) pipe gallery under vehicle traveling loads. A numerical model of GIL pipe gallery considering soil-structure interaction is developed using finite element software ABAQUS, and the effect of soil pressure on GIL is studied through static analysis. This study proposes a continuous step loading method for simulating vehicle traveling loads, and parametric analyses of different traveling directions and speeds are carried out to reveal the GIL’s dynamic respon
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Roeder, Alexander, Huiying Zhang, Lorenzo Sanchez, Yongchao Yang, Charles Farrar, and David Mascareñas. "Identification of Full-Field Dynamic Loads on Structures Using Computer Vision and Unsupervised Machine Learning." In Shock & Vibration, Aircraft/Aerospace, Energy Harvesting, Acoustics & Optics, Volume 9. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-54735-0_5.

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Ma, Liying, Macheng Gui, Shaoxiong Gui, and Yuanwen Cao. "Analysis and Experiment Study About Vibration Compaction Based on Drucker-Prager Model." In Lecture Notes in Mechanical Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1876-4_43.

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AbstractThe relationship and the applicable conditions between Mohr–Coulomb model and linear Drucker-Prager model were discussed, and the results showed that when the friction angle was less than 22° Drucker-Prager model was more suitable for modelling the soil unit; When the friction angle was more than 22°, the Mohr–Coulomb model should be used. In order to further study the compaction characteristics of vibratory roller and the dynamic relationship between vibratory roller and soil, the finite element model of “vibrating roller-soil” was established. The simulation results showed that verti
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Su, Juan, Guanghui Zhu, Wenjie Li, Jinchi Zhang, and Jingwei Su. "Research on Seismic Vibration Table Simulation of Large LNG Storage Tanks Based on Numerical Simulation." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_30.

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AbstractIn order to study the dynamic characteristics and seismic performance of a large LNG storage tank, a finite element analysis model of the shaking table test model of a large LNG storage tank was established by using finite element calculation software with the background of 160,000 m3 LNG storage tank. The seismic response of the model structure was studied from the three directions of acceleration amplification factor, relative displacement and strain, and the seismic performance of the storage tank model under different seismic waves was obtained. The research results are of great si
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Conference papers on the topic "Dynamic loads of vibration acceleration"

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Zhao, Wanqing, Jun Chen, Qian Ge, and Xiaolong Han. "Dynamic Testing and Serviceability Evaluation of Dance Induced Vibration in High Frequency Building Floor Systems." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3241.

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<p>With the rise of mass fitness sports and the influence of modern pop culture, the number and size of dance venues in China's major cities are increasing. In this paper, a dance excitation vibration analysis and monitoring study is conducted for a building-covered venue to assess the vibration impacts of dance excitation on the high frequency floor structure. Firstly, the existing theoretical models of dance loads are investigated and summarized, and the selection principles of dancing load model parameters are discussed. This paper then suggests that both extreme value peak accelerati
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Ruifu, Zhang, Wang Siyan, Chen Lihao, and Tao Qian. "Vibration control of beams under moving loads using grounded tuned mass inerter systems." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2285.

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<p>The tuned mass inerter system (TMIS), which has been proven efficient for the moving-load-induced vibration control of beams, has better vibration absorption effect and less tuned mass than the tuned mass damper (TMD). This study proposes a grounded tuned mass inerter system (G-TMIS), consisting of a tuned spring, a mass, and a grounded inerter-based subsystem, which achieves higher space utilization and better vibration absorption performance. The application and optimization of G-TMISs for vibration suppression of multi-span beam under moving load series are investigated. Comparativ
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Hong, Hyung-Joo, Pavan Kumar Maddula, and Hyochan Jun. "Rough Road Vehicle Dynamics Analysis for Vehicle Vibration Assessment." In WCX SAE World Congress Experience. SAE International, 2025. https://doi.org/10.4271/2025-01-8306.

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<div class="section abstract"><div class="htmlview paragraph">This study is to demonstrate a vehicle dynamics simulation process to assess vehicle vibration performance. A vehicle dynamics model including non-linear tuning elements and flexible vehicle body is simulated on ride roads. The goal of the simulation is acceleration responses at the passenger locations in frequency domain. Body interface loads are recovered from the vehicle dynamic simulations. Frequency response function (FRF) of the body structure is ready in a fashion that input forces are applied to all body interfac
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Wang, Frank Fan. "Comparing Shock, Random and Sine Vibration Loads of the Electronic Equipment." In ASME 2005 Pacific Rim Technical Conference and Exhibition on Integration and Packaging of MEMS, NEMS, and Electronic Systems collocated with the ASME 2005 Heat Transfer Summer Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/ipack2005-73005.

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It is a challenge to correlate different dynamic loads. Often, attempts are made to compare the peak acceleration of sine wave to the root mean square (RMS) acceleration of random vibration and shock. However, peak sine acceleration is the maximum acceleration at one frequency. Random RMS is the square root of the area under a spectral density curve. These are not equivalent. This paper is to discuss a mathematical method to compare different kinds of dynamic damage at the resonant point of the related electronic equipment. The electronic equipment will vibrate at its resonance point when ther
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Drobac, J., I. Štimac Grandić, and A. Bjelanović. "DLMs for Pedestrian Vibration Control on Bridges." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0757.

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<p>The development of new materials and construction techniques enables engineers to build innovative structures, which become more and more slender and lighter. Light and slender footbridges are prone to vibrate when subjected to dynamic loads, especially to pedestrian dynamic loads. To build the structural model for checking the vibration serviceability of a footbridge, beside the footbridge properties, the designer need to know the loading models (dynamic load models - DLMs). This paper presents the review of DLMs for assessment of acceleration due pedestrian loading that designers ca
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Hassanpour Asl, P., H. Mehdigholi, and E. Esmailzadeh. "Vibration Analysis of Axially Loaded Bridges Traversed by Accelerating Vehicles With Passenger Dynamics." In ASME 7th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2004. http://dx.doi.org/10.1115/esda2004-58624.

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An investigation into the dynamics of vehicle-passenger-structure-induced vibration of suspension bridges traversed by accelerating vehicles is carried out. The vehicle including the driver and passengers is modeled as a half-car planer model with six degrees-of-freedom. In addition, the stiffness of compliant bushings at the connecting points of the shock absorbers to the body is considered. The bridge is assumed to obey the Timoshenko beam theory with axial load and arbitrary conventional boundary conditions. The roughness of the bridge is assumed as a differentiable function of location. Du
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Kim, Tae Ho, Young Min Kim, Jongsung Lee, et al. "Duffing’s Vibration of a Rotor Supported on Gas Foil Bearings With Base Excitation: Measurements and Model Predictions." In ASME Turbo Expo 2016: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/gt2016-56281.

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The widespread application of gas foil bearings (GFBs) to high-performance microturbomachinery requires accurate predictions for their physical models based on experimental test data. This paper presents the experimental measurements and model predictions of Duffing’s vibration in a rotor supported on GFBs with base excitation, implemented for small oil-free turbomachinery. The rotor consisted of an impeller at one end and a thrust collar at the other end. Two gas foil journal bearings (GFJBs) located between the impeller and thrust collar supported the rotor, and one pair of gas foil thrust b
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Kai, Satoru, and Akihito Otani. "Study on Dynamic Alternating Load on Piping Seismic Response." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45287.

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An inertia force resulting from excitation of a structure exposed to ground motion due to an earthquake excites the structure excited and generates a seismic force on the structure. The handling of seismic forces has been being discussed in terms of how the seismic force on a piping controls the deformation of the piping, load-controlled or displacement-controlled. A seismic design code for nuclear facilities applied in Japan qualifies this kind of seismic forces as primary stress components which shall be limited to prevent any plastic collapse, on the assumption that the seismic force mainly
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Zhang, Dayong, Qianjin Yue, Huihui Li, and Yanan Huang. "The Effects on Facilities and Crew Members of the Ice-Resistant Platforms Induced by Ice Vibrations in Bohai Sea." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83057.

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The current design and safety assessment of ice-resistance platforms have usually been considered the maximum bearing capacity under the extreme static ice loads. However, the effects on the facilities and crew members induced by the dynamic ice loads are not been considered, and the risks are greater than the structure security. So it is necessary to analyze the effect on the facilities and crew members by ice-induced vibrations. Based on the data monitored on the platforms in the Bohai Sea and the ISO standard about human body in vibration environment, human fatigue on the platforms is evalu
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Zhang, Sheng, Xiang Yuan Zheng, Xiangyu Zhang, et al. "Experimental Study on the Dynamic Responses of a Novel 10 MW Floating Offshore Wind Turbine Integrated With a Fish Cage." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-126028.

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Abstract This experimental work is to study the dynamic responses of a novel floating offshore wind turbine integrated with a fish cage (FOWT-FC) under wave and wind loads and to provide a benchmark for the establishment of numerical simulations. A series of model tests of scale 1:30 have been carried out in the ocean basin at Tsinghua Shenzhen International Graduate School (SIGS). This paper provides a detailed description of the experimental setup, including the design, fabrication, calibration and identification of the model, type and arrangement of the sensors. The 6 degrees of freedom (DO
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Reports on the topic "Dynamic loads of vibration acceleration"

1

Smalley, A. J., and P. J. Pantermuehl. TR-97-2 Foundation Guidelines. Pipeline Research Council International, Inc. (PRCI), 1997. http://dx.doi.org/10.55274/r0011730.

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These guidelines provide guidance to engineers responsible for installing or repamng the foundations of reciprocating compressors. If followed, the guidance should help assure an installation with a long life of trouble-free service. They address, in particular, mechanical integrity of the compressor/foundation installation, with emphasis on design of mounts, anchor bolts, and foundation block to carry the required dynamic loads. They defer to existing texts on vibration engineering for foundation blocks on their soil.
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Khosravifar, Arash. COMBINED EFFECTS OF LATERAL SPREADING AND SUPERSTRUCTURE INERTIA. Deep Foundations Institute, 2023. http://dx.doi.org/10.37308/cpf-2020-drsh-2.

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The seismic behavior of a RC pile with a diameter of 0.25 m subjected to liquefaction-induced lateral spreading was investigated using a shake table experiment that was conducted at the University of California, San Diego by Professor Ahmed Elgamal and Dr. Ahmed Ebeido (Ebeido and Elgamal 2019). A sinusoidal motion was applied at the base of a model that was inclined by 4 degrees. The loose and dense sand layers liquefied during the test, resulting in a permanent lateral spreading displacement of approximately 0.4 m (Figure E1). The pile was subjected to the combined effects of inertial loads
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Moghimi, Gholamreza, and Nicos Makris. Response Modification of Structures with Supplemental Rotational Inertia. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/tihv1701.

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Tall, multistory, buildings are becoming increasingly popular in large cities as a result of growing urbanization trends (United Nations Department of Economic and Social Affairs 2018). As cities continue to grow, many of them along the coasts of continents which are prone to natural hazards, the performance of tall, flexible buildings when subjected to natural hazards is a pressing issue with engineering relevance. The performance of structures when subjected to dynamic loads can be enhanced with various response modification strategies which have been traditionally achieved with added stiffn
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DYNAMIC ANALYSIS OF LONG-SPAN TRANSMISSION TOWERLINE SYSTEM UNDER DOWNBURST. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.068.

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The extreme wind loads have caused enormous structural failures around the world, especially in high-rise flexible steel structures such as transmission towers. However, most of the design criteria discussed in the code are for extended pressure system (EPS). Due to the action of downburst, the structure may be damaged by the failure of local members, which may further lead to the collapse of transmission tower. In this paper, a long-span transmission tower-line system project with a span of 2500m and a main tower height of 272m is taken as the research object. The focus is on the dynamic resp
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