To investigate the seismic performance of a freestanding vase shaking table tests were conducted where four motions consisting of two historic and two artificial ones were selected and generated The kinetic friction coefficient was acquired with a slow pull test which was used to define the possible response modes
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Get PriceThe study consists of three main steps designing the simulating model establishing a process to generate artificial accelerograms which are in accordance with the seismic characteristics in Vietnam testing the 12 story semi precast model to verify theoretical predictions more 202
Get PriceDetails of the five shaking table test configurations NoEPS EPS1 EPS2 have 0 1 and 2 layers of PU foam respectively noCP CP have released and connected pile heads FIGURE 3 Open in figure viewer PowerPoint Layout of the instrumentation placed in the soil container and sensor numbering used in section 5 for presentation of results
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Get PriceUsually shaking table test campaigns are performed in several steps also called phases or runs to represent a sequence of seismic events of increasing intensity The sequence begins with a small amplitude movement and each consecutive phase increases the motion intensity until partial or total collapse of the test structure occurs
Get PriceA series of shaking table tests on liquefiable soils in pile group foundations of tall buildings were performed to evaluate the liquefaction process and dynamic responses of the pile soil and structure The soil was composed of two layers the upper layer was a clay layer and the lower layer was saturated sand
Get PriceIn order to investigate the seismic response of steep bedding and toppling rock slopes a large scale shaking table test was performed taking into consideration a variety of factors such as slope type and input seismic excitation Diverse seismic responses including acceleration and earth pressure at several locations were analyzed in terms of the test results
Get PriceThe proposed real time dynamic substructuring shaking table testing method was verified by comparing the test results with shaking table test results for the overall model The energy responses of each component in the equipment structure system using different connection types also were studied Changes in the connection types can lead to
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Get Priceweights of the shaking table and of the testing specimen or rigid blocks eliminating the vertical motion of the table can be inserted Figure 1 At each end the torque tubes are linked by means of a crank with a stiff connecting rod between them and the moving platform The vertical connecting rods are pinned at both ends and horizontal
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Get PriceThis study presents an experimental seismic investigation of a 1000 kVA cast resin type hybrid mold transformer through tri axial shaking table tests The input acceleration time histories were generated in accordance with the specifications recommended by the International Code Council Evaluation Services Acceptance Criteria ICC ES AC156 code with scaling factors in the range of 25 300%
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Get PriceJi X Fenves G L Kajiwara K Nakashima M 2024 Seismic Damage Detection of a Full Scale Shaking Table Test Structure Journal of Structural Engineering
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Get PriceReal records and artificial motions used as seismic bedrock excitations in the shaking table tests A the acceleration time histories of the excitations B the elastic acceleration and C displacement response spectra for 5% viscous damping ratio TABLE 3 Table 3 The tree seismic shaking sequences of the shaking table tests
Get PriceIn shaking table tests Kokusho et al 1998 reported the formation of a water film beneath a thin layer of silt sandwiched between sand layers When such a film appeared the soil mass above the silt layer was observed to glide in the downward direction not only during but also after the shaking
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Get PriceThe frame is designed to rock when subjected to excitations beyond the frequent earthquake level A shaking table test is conducted on a 1/3 scaled single story rocking column steel frame to investigate its dynamic responses under excitations along strong axis direction of the frictional connections The structure is subjected to a sequence of
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Get PriceAbstract and Figures Multi level shaking table tests were performed on 1 3 reduced scale two story RC IMRF frames conforming to ACI 318 19 The exterior joints lacked shear reinforcement
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