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Vertical Shaking Table Tests On The Structure With

The viscoelastic multidimensional earthquake isolation and mitigation device is a new kind of passive control device, which can perform its namegiving task of earthquake isolation and earthquake mitigation simultaneously. In order to quantify its vertical earthquake isolation and mitigation effect on structures, firstly, shaking table tests on steel frame structures with and without

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  • Vertical Shaking Table Tests On The Structure With

    Download Citation Vertical shaking table tests on the structure with viscoelastic multidimensional earthquake isolation and mitigation devices The viscoelastic multidimensional earthquake

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  • Horizontal Shaking Table Tests And Analysis On Structures

    Next, the horizontal and vertical shaking table tests on a 15scale threestory steel frame structure equipped with and without the MEIMDs are presented, respectively.

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  • Threedimensional Shaking Table Tests On Soilpile

    SHAKING TABLE TESTS AT EDEFENSE Large shaking table tests with a soilpilestructure model were conducted to investigate the following 1 Inertial and kinematic effects on pile stress and failure. 2 Earth pressure acting on embedded foundation. 3 Stress states in soil and its effect on subgrade reaction development.

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  • Shaking Table Tests On The Multidimensional Seismic

    Seismic isolation technology is being applied in large longspanstructured public buildings more and more often worldwide. Aimed to investigate the horizontal and vertical dynamic response of longspan gird structure, the shaking table tests of 120 scale longspan grid structures with and without baseisolation considering horizontal twodimensional 2D and threedimensional 3D seismic

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  • Shaking Table Tests Of A Selfcentering Designed Bridge

    A subsequent publication by Cheng 2008 presented shakingtable test results from the seismic response of a twocolumn rocking frame with vertical restrainers. The effect of the various

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  • Shaking Table Test And Numerical Simulation Of An Rc Frame

    Shaking table test and numerical simulation of an RC framecore tube structure for earthquakeinduced collapse Zheng Lu State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092 China

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  • Shake Table Test On A Masonry Structure Retrofitted With

    Shake table test on a masonry structure retrofitted with composite reinforced mortar A shake table test will be carried out on a fullscale tuff masonry structure retrofitted with an innovative composite reinforced mortar system. The specimen is a Ushaped masonry structure provided with openings and sustaining a timber roof.

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  • Shaking Table Model Test Of Shanghai Tower

    As mentioned above, the structure is so complex that detailed study is requested according to Chinese regulations. With the special characteristics of this tobe tallest building in China taken into account, the shaking table model test was recommended by the peer review committee. Actually, another shaking table tests for Shanghai To

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  • Isolation Mechanism Of A Subway Station Structure With

    The dynamic response of the model structure with or without MiniNRB was compared using shakingtable tests, and the isolation mechanism and effectiveness of MiniNRB for the station model under horizontal strong earthquake were revealed and verified. 2. Experimental setup 2.1. Shaking table

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  • Shaking Table Model Test On The Dynamic Soilstructure

    Shaking Table Model Test on the Dynamic SoilStructure Interaction System Xilin Lu, Yueqing Chen, Bo Chen and Peizhen Li State Key Laboratory on Disaster Reduction in Civil Engineering, Tongji University 1239 Siping Road, Shanghai 200092 P.R. China lxlst.cn Abstract

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  • Structure Magazine Pioneering Shaking Table Continues To

    The test structure is attached to the table by posttensioning rods, inserted through a 3foot by 3foot matrix of 258inch conduits, penetrating the Shaking Table surface. The length of the actuator assemblies, 8 feet8 inches in the vertical direction and 10 feet6 inches in the horizontal direction, serve to effectively decouple the

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  • Shaking Table Test And Numerical Simulation On A Combined

    To make a comparison on the frequency characteristic of combined retaining structure response to different seismic ground motions, the Fourier spectrums of vertical acceleration response of several test points under DR3 and KB3 shaking events in shaking table test are shown in Fig. 14, Fig. 15.

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  • Dynamic Characteristic Analysis And Shaking Table Test For

    In order to simulate the shaking table test of the curved surface isolated structure more accurately, the CS4 model and CS8 model were established by finite element analysis in ABAQUS. The geometric dimensions, component parameters and material properties of the finite element models are the same as those of the shaking table test models.

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  • Centrifuge Shaking Table Tests On 4 4 Pile Groups In

    A series of centrifuge shaking table model tests are conducted on 4 4 pile groups in liquefiable ground in this study, achieving horizontalvertical bidirectional shaking in centrifuge tests on piles for the first time. The dynamic distribution of forces on piles within the pile groups is analysed, showing the internal piles to be subjected to greater bending moment compared with external

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  • Shaking Table Test And Numerical Simulation On A Vertical

    Shaking table test and numerical simulation on a vertical hybrid structure under seismic excitation Article in The Structural Design of Tall and Special Buildings November 2017 with 67 Reads

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  • Vertical Shaking Table Tests On The Structure With

    The viscoelastic multidimensional earthquake isolation and mitigation device is a new kind of passive control device, which can perform its namegiving task of earthquake isolation and earthquake mitigation simultaneously. In order to quantify its vertical earthquake isolation and mitigation effect on structures, firstly, shaking table tests on steel frame structures with and without

    View More
  • Pdf Shaking Table Dynamics Results From A Testanalysis

    The good testanalysis correlation results obtained validate the analytical shaking table model, show its robustness, and provide keen insight into the underlying coupled dynamics of a shaking

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  • Experimental Investigation Of Triaxial Selfcentering

    Introduction of a novel triaxial selfcentering structure system. A 12.5scale triaxial selfcentering RC frame was tested on a shaking table. The test structure had desirable seismic performance with little damage. The test model showed a recentering capability with little residual deformation.

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  • Shaking Table Tests Of Dougong Brackets On Chinese

    the Ludou component on the bottom was fixed on the shaking table by an iron hoop. Two purlins and a board were placed on the top layer of the Dougong bracket to make it level and add weight. Due to onsite facility limitations, the total vertical load was approximately 45 kg, mainly to keep the balance in the tests. Table 2.

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  • Geotechnical Centrifuge Shaking Table Tests And Numerical

    Two geotechnical centrifuge model tests of a soilstructure system with different burial depths are performed to investigate the interaction between soil and structure. The tests are performed at 50 gravitational centrifuge accelerations and the input motion is Kobe wave. This paper focuses on the accelerations and displacements in the soilstructures system.

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