Results 11 to 20 of about 51 (47)

Dynamic responses and vibration control of the transmission tower-line system: a state-of-the-art review. [PDF]

ScientificWorldJournal, 2014
This paper presented an overview on the dynamic analysis and control of the transmission tower‐line system in the past forty years. The challenges and future developing trends in the dynamic analysis and mitigation of the transmission tower‐line system under dynamic excitations are also put forward.
Chen B, Guo WH, Li PY, Xie WP.
europepmc   +2 more sources

Three‐Dimensional Prestressed Tuned Mass Damper for Passive Vibration Control of Coupled Multiple DOFs Offshore Wind Turbine

Structural Control and Health Monitoring, Volume 2023, Issue 1, 2023., 2023
Large megawatts offshore wind turbine (OWT) with low natural frequency and low damping is subjected to significant vibration from wind and wave actions in its service environment. The one‐dimensional prestressed tuned mass damper (PSTMD) is further extended to a 3D‐PSTMD for the control of vibrations of the OWT in this paper.
Zhenbo Lei, Gang Liu, Xuesen Zhang, Qingshan Yang, S. S. Law, Sara Casciati   +5 more
wiley   +1 more source

Reduction of Vibrations in Long‐Span Continuous Girder Bridges with Pounding Tuned Mass Dampers

Advances in Civil Engineering, Volume 2022, Issue 1, 2022., 2022
Earthquakes often cause bridges to vibrate to different degrees; moreover, in the case of poor road conditions, the vibration amplitude of bridges caused by vehicles often exceeds a reasonable range, thus causing different degrees of damage to bridges.
Juncheng Yao, Hekuan Zhou, Jiahua Zhu, Liang Huang, Jianguo Xu, Weiguo Li, Chao Zou   +6 more
wiley   +1 more source

Seismic Vibration Mitigation of a Cable‐Stayed Bridge with Asymmetric Pounding Tuned Mass Damper

Mathematical Problems in Engineering, Volume 2021, Issue 1, 2021., 2021
In order to mitigate the seismic response of a cable‐stayed bridge, a new type damping device named asymmetric pounding tuned mass damper (APTMD) is developed in this paper on the basis of the traditional symmetric pounding tuned mass damper. The novel APTMD has three parameters to be determined: the left‐side gap, the right‐side gap, and the frequency
Peng Zhang, Jie Tan, Haitao Liu, Gang Yang, Chunyi Cui, Hao Wang   +5 more
wiley   +1 more source

A Simple Method to Design and Analyze Dynamic Vibration Absorber of Pipeline Structure Using Dimensional Analysis

Shock and Vibration, Volume 2020, Issue 1, 2020., 2020
Vibrations due to mechanical excitation and internal and external fluid flow can cause fatigue in pipelines and leaks in fittings. A beam‐based dynamic vibration absorber (beam DVA) is a device comprising an L‐shaped beam with a concentrated mass at its free end that can be used to absorb and dissipate vibrations in the pipeline.
Mehrdad Shemshadi, Mahdi Karimi, Farzad Veysi, Fabio Rizzo   +3 more
wiley   +1 more source

Development of a Frequency‐Adjustable Tuned Mass Damper (FATMD) for Structural Vibration Control

Shock and Vibration, Volume 2020, Issue 1, 2020., 2020
The tuned mass damper (TMD) can be applied to suppress earthquake, wind, and pedestrian‐ and machine‐induced vibration in factory buildings or large span structures. However, the traditional TMD with a fixed frequency will not be able to perform effectively against the frequency variations in multiple hazards. This paper proposed a frequency‐adjustable
Huaguo Gao, Congbao Wang, Chen Huang, Wenlong Shi, Linsheng Huo, Vasant Matsagar   +5 more
wiley   +1 more source

Vibration Control Performance Analysis and Shake‐Table Test of a Pounding Tuned Rotary Mass Damper under the Earthquake

Shock and Vibration, Volume 2019, Issue 1, 2019., 2019
The voided biaxial concrete slab has been widely used in the engineering field. The slab has become a popular choice for designers and architects looking to reduce slab thickness and overall structure weight recently. Utilizing the empty space in the voided slab and introducing the structural control technology of mass damper into it, a new pounding ...
Shujin Li, Lei Sun, Fan Kong, Marco Tarabini   +3 more
wiley   +1 more source

Effectiveness of Using Polymer Bumpers to Mitigate Earthquake‐Induced Pounding between Buildings of Unequal Heights

Advances in Civil Engineering, Volume 2018, Issue 1, 2018., 2018
Collisions often happen between adjacent buildings without a sufficient gap under seismic loadings. Installing polymer bumpers may decrease the pounding forces between colliding buildings. This paper focuses on the analysis of suppressing pounding effects by using of polymer bumpers.
Jian He, Yu Jiang, Qichao Xue, Chunwei Zhang, Jingcai Zhang, Xihong Zhang   +5 more
wiley   +1 more source

An Updated Analytical Structural Pounding Force Model Based on Viscoelasticity of Materials

Shock and Vibration, Volume 2016, Issue 1, 2016., 2016
Based on the summary of existing pounding force analytical models, an updated pounding force analysis method is proposed by introducing viscoelastic constitutive model and contact mechanics method. Traditional Kelvin viscoelastic pounding force model can be expanded to 3‐parameter linear viscoelastic model by separating classic pounding model ...
Qichao Xue, Chunwei Zhang, Jian He, Guangping Zou, Jingcai Zhang, Londono Monsalve   +5 more
wiley   +1 more source

Parametric Study of Tuned Mass Dampers for Long Span Transmission Tower‐Line System under Wind Loads

Shock and Vibration, Volume 2016, Issue 1, 2016., 2016
A parametric study of tuned mass dampers for a long span transmission tower‐line system under wind loads is done in this paper. A three‐dimensional finite element model of transmission tower‐line system is established by SAP2000 software to numerically verify the effectiveness of the tuned mass damper device.
Li Tian, Yujie Zeng, Pedro Galvín
wiley   +1 more source