1. Home
  2. Blog
  3. Shaking Table Test Study On A Model Of Steel Concrete Hybrid

Shaking Table Test Study On A Model Of Steel Concrete Hybrid

Shaking table Direction of testing X Z Steel Plates Concrete Blocks Concrete Blocks X Z Shaking table Shaking table Additional Masses Additional Masses Base floor First floor Hinges a b c Figure 1 a Lateral view of experimental test testing direction b mass configurations of the test model c overview of centred mass configuration

Send Email:[email protected]

  • Shaking Table Tests Of A Base Isolated Structure With

    Shaking Table Tests Of A Base Isolated Structure With

    Shaking table Direction of testing X Z Steel Plates Concrete Blocks Concrete Blocks X Z Shaking table Shaking table Additional Masses Additional Masses Base floor First floor Hinges a b c Figure 1 a Lateral view of experimental test testing direction b mass configurations of the test model c overview of centred mass configuration

  • Study And Analysis On Shaking Table Tests Of

    Study And Analysis On Shaking Table Tests Of

    Dynamic test and analysis on soilstructure interaction SSI in ground of liquefaction soil is one highlight of soilstructure interaction study also is recognized difficulty Abroad scholars have got a lot of valuable conclusions on shaking table scale model test of soilstructure dynamic interaction in

  • Pdf Experimental Study On The Collapse Process Of An 18

    Pdf Experimental Study On The Collapse Process Of An 18

    This paper reports on a largescale shaking table test of a highrise steel building conducted at the facility called EDefense The building specimen is a 13scale 18story steel moment frame The input motions were based on the expected longperiod and longduration strong earthquake The specimen was subjected to a series of progressively increasing scaled motions until it completely collapsed

  • Seismic Behavior Of Concrete Filled Steel Tubular Arch

    Seismic Behavior Of Concrete Filled Steel Tubular Arch

    This article reports on a study of the seismic behavior of concretefilled steel tubular CFT arch structures The authors used shaking table tests of a 110 scale arch model to investigate the seismic behavior and resistance of CFT arch structures the ElCentro record and Shanghai artificial wave were adopted as the input excitation

  • Design Of Shaking Table Tests On Atriumstyle Subway

    Design Of Shaking Table Tests On Atriumstyle Subway

    For the subway station structure galvanized steel wire and micro concrete were used to model the prototypical reinforcement and concrete A flexiblewall container whose diameter and height were 3 m and 16 m respectively was adopted in the test

  • The Earthquake Engineering Online Archive Nisee Elibrary

    The Earthquake Engineering Online Archive Nisee Elibrary

    UCBEERC8005 Shaking table research on concrete dam models Niwa Akira Clough Ray W UCBEERC8006 The design of steel energyabsorbing restrainers and their incorporation into nuclear power plants for enhanced safety final technical report vol 1A Piping with energyabsorbing restrainers parameter study on small systems Powell

  • Advances In Shake Table Control And

    Advances In Shake Table Control And

    36 Advanced ModelBased Shake Table Compensation Techniques 58 32 A block diagram for the concept of substructure shake table testing 30 33 A threestory steel frame structure on the uniaxial shake table at 410 Block diagram of substructure shake table test method including ac

  • Citeseerx Numerical Investigation Of The Nonlinear

    Citeseerx Numerical Investigation Of The Nonlinear

    CiteSeerX Document Details Isaac Councill Lee Giles Pradeep Teregowda Hybrid connections are a viable solution for erecting precast concrete frame structures in seismic areas Such type of connections makes use of unbounded posttensioned strands and partially unbounded mild steel rebars also known as special reinforcing bars in order to assemble the precast frame units

  • Steel Plate Shear Walls

    Steel Plate Shear Walls

    Recently Rezaii et al 2000 and Rezaii 1999 have conducted a number of cyclic and shaking table tests of steel plate shear walls The cyclic test consisted of subjecting two single story and one fourstory single bay steel plate shear wall specimens Figure 6 to

  • Peer Reports Pacific Earthquake Engineering Research Center

    Peer Reports Pacific Earthquake Engineering Research Center

    PEER 200806 Shaking Table Tests and Numerical Investigation of SelfCentering Reinforced Concrete Bridge Columns Hyung IL Jeong Junichi Sakai Stephen A Mahin Report PEER 200805 PerformanceBased Earthquake Engineering Design Evaluation Procedure for Bridge Foundations Undergoing LiquefactionInduced Lateral Ground Displacement

  • Pile Response Characteristics Of Liquefied Soil Layers In

    Pile Response Characteristics Of Liquefied Soil Layers In

    Liquefaction Shaking table test Laminar shear box Soilpilestructure interactioq Earthquake Ground motion Spectnun ratio Natural period Inertial force Subgrade reaction Each test model has the same foundation supported by four steel piles The details of the models are outlined as follows

  • Analysis For The Influence Of The Freestanding

    Analysis For The Influence Of The Freestanding

    The retaining bars are steel bars partially embedded in the concrete pad around the cask to constrain the movement of cask during an earthquake The ANSYSLSDYNA code was adopted to analyze the seismic response of the constrained dry storage cask A 3D finite element model consisting of a cask four retaining bars and a concrete pad

  • Largescale Shake Table Test On Lateral Spreading Of A

    Largescale Shake Table Test On Lateral Spreading Of A

    The schematic illustration of the shake table test model is shown in Figure 1 Four reinforced concrete piles are installed in the center of the laminar box by pin connections to the base The diameter of the piles s 15 cm and their length i s 45 i m The centertocenter space between the piles s 09 m and i

  • Citeseerx Dynamic Inelastic Numerical Simulation For A

    Citeseerx Dynamic Inelastic Numerical Simulation For A

    CiteSeerX Document Details Isaac Councill Lee Giles Pradeep Teregowda This paper presents a Dynamic nonlinear numerical simulation of a 4story fullscale steel moment frame structure based on OpenSEES Fiber model which has fewer DOFs is used for structure member simulation The responses of the structure under frequent moderate and severe ground motions are predicted prior to the

  • Development Of A Large Scale Hybrid Shake

    Development Of A Large Scale Hybrid Shake

    Dec 10 2011nbsp018332columns The shake table is driven by an MTS actuator with 50 cm of stroke and 1000 kN force capacity The table is controlled using an MTS 493 RealTime Controller The digital controller provides closedloop PID differential feedforward and DeltaP control capabilities The basic outline of the hybrid test is shown in Figure 2

  • Study On Performancebased Seismic Design Of

    Study On Performancebased Seismic Design Of

    Shaking table test and numerical simulation on a vertical hybrid structure under seismic excitation Zheng Lu Junzuo Li and Ying Zhou 11 May 2018 The Structural Design of

  • Shaking Table Test On Seismic Response Of Reducedscale

    Shaking Table Test On Seismic Response Of Reducedscale

    Shaking table test on seismic response of reducedscale models of multistory buildings allowed to uplift T Ishihara1 T Azuhata1 K Noguchi1 K Morita2 amp M Midorikawa3 1National Institute for Land and Infrastructure Management Japan 2Building Research Institute Japan

  • Nonlinear Dynamic Behavior Of Coldformed Steel Pipe Pier

    Nonlinear Dynamic Behavior Of Coldformed Steel Pipe Pier

    Nonlinear Dynamic Behavior Of ColdFormed Steel Pipe Pier Model using Shaking Table Test

  • Similitude For Shaking Table Tests On Soil

    Similitude For Shaking Table Tests On Soil

    A similitude is derived for the shaking table tests on saturated soilstructurefluid model in 1g gravitational field The main tool used for deriving the similitude is the basic equations which govern the equilibrium and the mass balance of soil skeleton pore water pile and sheet pile structures and external waters such as sea

  • Equals Shaking Table Series

    Equals Shaking Table Series

    The Earthquake and Large Structures Laboratory EQUALS is part of the Bristol Laboratories for Advanced Dynamics Engineering BLADE in the Faculty of Engineering at the University of Bristol UK It houses a 15t capacity 6 DoF earthquake shaking table surrounded by a strong floor and adjacent strong walls up to 15m high The shaking table consists of a stiff 3mx3m platform weighing 38

  • Faking Quakes At Full Scale Giant Shake Tables Simulate

    Faking Quakes At Full Scale Giant Shake Tables Simulate

    By Timothy Oleson On a muggy day in midJuly 2009 a lone sevenstory condominium complex northwest of Kobe Japan was violently shaken by seismic forces similar to those that struck Northridge Calif in 1994 only stronger Onlookers watched the 23unit woodframe tower sway and bounce while inside the building furniture toppled and plates clattered to the floor

  • Active Optimal Control Of Ssi System Based On The Finite

    Active Optimal Control Of Ssi System Based On The Finite

    In this paper a LQG controller based on the finite element model of SSI system is established to optimally control the responses of SSI system Substructuring analysis is used to reduce the system into a smaller set of DOFs system to design the active controller which includes the complete informations of SSI system Furthermore the influence of the boundary condition and the depth of soil

  • The Earthquake Engineering Online Archive Nisee Elibrary

    The Earthquake Engineering Online Archive Nisee Elibrary

    The Earthquake Engineering Online Archive NISEE eLibrary UCBEERC7901 Hysteretic behavior of lightweight reinforced concrete beamcolumn subassemblages Forzani Brian Popov Egor P Bertero Vitelmo V UCBEERC7902 The development of a mathematical model to predict the flexural response of reinforced concrete beams to cyclic loads using system identification Stanton John F

  • Stability Of Steel Structures At Elevated Temperatures A

    Stability Of Steel Structures At Elevated Temperatures A

    model force which is represented through a not necessarily constant stiffness in displacement control Another hybrid fire test was performed by Robert et al 2009 2010 In the latter the PS consisted of a concrete slab whereas the NS was a surrounding one floor concrete building