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Seismic response control with density-variable tuned liquid dampers

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Earthquake Engineering and Engineering Vibration 2009年第4期8卷 537-546页

作者： Yuxiang Xin Genda Chen Lou Menglin HNTB Corporation. 1330 Broadway. Oakland CA 94612 USA Centerfir Infrastructure Engineering Studies Misxouri University of Science and Technology Rolla M.O 65409 USA State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University Shanghai China

In this paper, the seismic effectiveness of a density-variable tuned liquid damper （DVTLD） with a sloping bottom is experimentally investigated through a series of shake table tests on a 1/4-scale, 3-story frame structure and numerically simulated by a new semi-analytical model. Special attention was given to reducing the first peak and maximum response under near- and far-field ground motions, and the robustness of a density-variable control system consisting of multiple DVTLDs with closely-spaced frequencies. Adaptable to earthquake excitations, the density-variable control system has been demonstrated to be more effective and more robust than its corresponding traditional tuned liquid damper in suppressing story drift and floor acceleration of the structure. Numerical simulations of the DVTLD-controlled structure agreed very well in phase with experimental results but somewhat overestimated the amplitude of the structural response.

关键词： tuned liquid damper density-variable tuned liquid damper seismic response seismic effectivenessrobustness

Suppression of Wave-Excited Vibration of Offshore Platform by Use of tuned liquid dampers

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China Ocean Engineering 2001年第2期16卷 165-176页

作者：董胜李华军 Tomotsuka TAKAYAMA College of Engineering Ocean University of Qingdao Qingdao 266003 China Disaster Prevention Research Institute Kyoto University Gokasho Uji Kyoto 611-0011 Japan

This paper describes experimental and theoretical investigations of tuned liquid damper (TLD) characteristics for suppressing the wave-excited structural vibration. The structural model for the experiments is scaled according to a full size offshore platform by matching their dynamic properties. Rectangular TLDs of different sizes with partially filled liquid are examined. By observing the performance and behavior of TLDs through laboratory experiments, the Study investigates the influence of a number of parameters, including container size, container shape, frequency ratio, and incident wave characteristics. In an analytical study, a mathematical model that describes the nonlinear behavior of liquid in TLD and the interaction of TLD and structure is prerequisite. The validity of the model is evaluated and simulating results can reasonably match the corresponding experimental results.

关键词： numerical simulation offshore platform tuned liquid damper structural vibration rectangular container shallow water wave theory

Stability and accuracy of central difference method for real-time dynamic substructure testing considering mass participation coefficient

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Earthquake Engineering and Engineering Vibration 2024年第3期23卷 625-636页

作者： Zheng Lichang Xu Guoshan Yang Ge Wang Zhen Yang Kaibo Zheng Zhenyun School of Civil Engineering Harbin Institute of TechnologyHarbin 150090China Key Lab of Structures Dynamic Behavior and Control Ministry of EducationHarbin Institute of TechnologyHarbin 150090China Key Lab of Intelligent Disaster Mitigation Ministry of Industry and Information TechnologyHarbin 150090China School of Civil Engineering and Architecture Wuhan University of TechnologyWuhan 430070China

For real-time dynamic substructure testing(RTDST),the influence of the inertia force of fluid specimens on the stability and accuracy of the integration algorithms has never been ***,this study proposes to investigate the stability and accuracy of the central difference method(CDM)for RTDST considering the specimen mass participation ***,the theory of the CDM for RTDST is ***,the stability and accuracy of the CDM for RTDST considering the specimen mass participation coefficient are ***,numerical simulations and experimental tests are conducted for verifying the effectiveness of the *** study indicates that the stability of the algorithm is affected by the mass participation coefficient of the specimen,and the stability limit first increases and then decreases as the mass participation coefficient *** most cases,the mass participation coefficient will increase the stability limit of the algorithm,but in specific circumstances,the algorithm may lose its *** stability and accuracy of the CDM considering the mass participation coefficient are verified by numerical simulations and experimental tests on a three-story frame structure with a tuned liquid damper.

关键词： real-time dynamic substructure testing central difference method stability mass participation coefficient tuned liquid damper

A review on liquid sloshing hydrodynamics

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Journal of Hydrodynamics 2021年第6期33卷 1089-1104页

作者： Jin-hai Zheng Mi-An Xue Peng Dou Yu-meng He Key Laboratory of Coastal Disaster and Protection of Ministry of Education Hohai UniversityNanjing 210024China College of Harbour Coastal and Offshore EngineeringHohai UniversityNanjing 210024China

liquid sloshing in tanks is a very complex nonlinear free surface fluid flow problem,which must be considered in most of the marine engineering problems such as naval architecture,offshore engineering and so *** liquid sloshing in large containers can damage the tank structure due to the direct liquid impacting *** also affects the capsizing process of the liquid cargo *** works on mitigating sloshing by using all kinds of the baffles were thus followed with *** layers with thinner thickness were shown to reduce the sloshing load of water in *** sloshing characteristics in tanks with different sizes were different,therefore,scaling effect of sloshing should also be *** in a tank can also be used as tuned liquid dampers(TLDs)to dampen wind,wave and flow-induced motions of floating or fixed marine *** paper present an overview on recent advances of liquid sloshing hydrodynamics including sloshing mitigation by using anti-sloshing baffle,layered fluids sloshing,scaling effect of sloshing and TLDs.

关键词： Sloshing mitigation layered fluids sloshing scaling effect of sloshing tuned liquid damper

Periods and Energy Dissipations of a Novel TLD Rectangular Tank with Angle-adjustable Baffles

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Journal of Shanghai Jiaotong university(Science) 2008年第2期13卷 139-144页

作者：尚春雨赵金城 Department of Civil Engineering Shanghai Jiaotong University

A novel tuned liquid damper (TLD) rectangular tank with two angle-adjustable baffles was pre- *** numerical analysis was performed using the commercial code *** standard kinetic energy and dissipation rate turbulent model was employed,which was solved using volume of fluid (VOF) method able to treat both the free surface motion and the viscous stresses over the rigid walls *** relationship between the natural periods of water and the angles of its baffles was studied by numerical sim- ulating of a case,and the changes of energy dissipations were *** natural periods and dampers of the novel TLD can be changed in a wide range by adjusting the baffles' angle,thus it is more effective in controlling the vibration of structures in a wide frequency range.

关键词： tuned liquid damper angle-adjustable baffle turbulent eddies energy dissipation