Two large-scale shaking table tests were performed on pile groups with and without bridges in sloped liquefiable soils overlain by soil crust. The systems were subjected to a weak earthquake signal (Tabas 0.05 g) and a strong earthquake signal (Tabas 0.3 g). Their responses were recorded in terms of excess pore pressure, acceleration, and ...
WhatsApp: +86 18221755073The study commences with a brief introduction of the working principle, and then a quasi-static test on an individual bearing specimen is presented. A full-scale …
WhatsApp: +86 18221755073This paper presents the results of extensive shake table testing and finite element analyses of a small-scale, 1.5-meter-tall shaking table specimen that was …
WhatsApp: +86 18221755073Large scale shaking table tests were performed to investigate the failure mechanism of a bridge model supported by a model of reinforced concrete (RC) pile group subjected to liquefaction induced lateral spreading. The soil bed was contained in a unidirectional large laminar shear box with inner dimensions of 3.2 m × 2.4 m × 2.2 m …
WhatsApp: +86 18221755073The two large‐scale shaking table tests of tall buildings on soft soils in pile group foundations are performed to capture the effect of the seismic pile‐soil‐structure interaction (PSSI) on the dynamic responses of the pile, soil, and structure. The two different model conditions are observed, including a fixed‐base structure and a structure …
WhatsApp: +86 18221755073This paper studied the dynamic response of the homogeneous step-like rock slope under wide frequency and amplitude through a large-scale shaking table test. A homogenous rock slope with a length of 3.50 m, width of 0.68 m and height of 1.20 m was constructed in a rigid steel box. Results indicate that acceleration amplification factor in …
WhatsApp: +86 18221755073The MTS seismic simulator portfolio features a host of standard, pre-engineered and custom tables for evaluating everything from nonstructural infrastructure to structural components and substructures to model-scale and full-scale civil structures. Precise seismic loading in up to six degrees-of-freedom can be applied to a broad array of test …
WhatsApp: +86 18221755073This paper presents an experimental study of the earthquake performance of modular-block reinforced soil retaining walls which were backfilled with sand using large-scale benchmark shaking table tests. The reinforcements used were polymeric geogrids, which were frictionally connected to the facing blocks having a front lip. In addition to …
WhatsApp: +86 18221755073This paper presents an experimental study on the seismic performance of a half-scale geosynthetic-reinforced soil (GRS) bridge abutment. Experimental design of the scale model followed established similitude relationships for shaking table testing in a 1 g gravitational field.
WhatsApp: +86 18221755073To investigate the effects of vertical response on building contents and nonstructural components, a series of full-scale shaking table tests were conducted at the E-Defense facility in Japan. A four-story base-isolated reinforced concrete building was outfitted as a medical facility with a wide variety of contents, and the behavior of the ...
WhatsApp: +86 18221755073Full-scale shake table testing was conducted to evaluate the seismic performance of single and grouped helical piles. Eight circular and one square helical piles with different properties ...
WhatsApp: +86 18221755073Large-scale shaking table tests were conducted to reveal the seismic instability mechanism of a sandy cutting slope under strong seismic action during the construction of the Sichuan‒Tibet railway.
WhatsApp: +86 18221755073A full-scale shaking table test on prefabricated nuclear power industrial buildings (NPIBs) through a hybrid isolation system (HIS), incorporating natural-rubber …
WhatsApp: +86 1822175507313 rowsLiquefaction-induced lateral spreads have been extensively investigated using shaking tables (e.g., Towhata et al., 1996). In these types of experiments, a reduced …
WhatsApp: +86 18221755073Corpus ID: 135213690; Large-Scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy Dissipation Fuses @inproceedings{Deierlein2010LargeScaleST, title={Large-Scale Shaking Table Test of Steel Braced Frame with Controlled Rocking and Energy Dissipation Fuses}, …
WhatsApp: +86 18221755073Shaking table. This study was carried out using the three-dimensional, full-scale earthquake testing facility of the National Research Institute for Earth Science and Disaster Resilience, which is widely known as E-Defense (Tabata et al., 2017). The shaking table has the dimensions of 15 m × 20 m, and the payload is 1200 t.
WhatsApp: +86 18221755073A similar phenomenon was found in other 1-g large-scale shaking table tests of slopes (Xu et al. 2008), that is, the deposit body shows obvious nonlinear characteristics when subjected to dynamic loading (Sun et al. 2015). On the one hand, with increasing ground motion intensity, the shear strain of the soil increases, the stiffness …
WhatsApp: +86 18221755073The shake table is an instrumental device that plays a pivotal role in evaluating the structural integrity and earthquake resilience of buildings and infrastructure.
WhatsApp: +86 18221755073To investigate the effects of vertical response on building contents and nonstructural components, a series of full-scale shaking table tests were conducted at …
WhatsApp: +86 18221755073et al. [11] conducted full-scale shaking table tests on a 4-story base-isolated concrete building and reached similar conclusions with [10], saying that the base-isolation had little ...
WhatsApp: +86 18221755073A large-scale shaking table (Azalée) developed at the Tamaris experimental platform of CEA (Commissariat à l'Énergie Atomique et aux énergies alternatives) was used in the present work. As shown in Fig. 5.12, this shaking table has an upper plate (25 tons) in square form (6 m × 6 m). This table is able to generate …
WhatsApp: +86 18221755073Using natural Xiashu loess,a 1g large-scale shaking table model test with a scaling factor of 20 for a model slope with a height of 0.5 m and slope angle of 45°was carried out,and the mechanism of seismic behavior of Xiashu loess slopes was studied by means of investigating the dynamic properties,dynamic responses,and macroscopic deformations …
WhatsApp: +86 18221755073DOI: 10.1002/eqe.2305 Corpus ID: 110933610; Full‐scale shaking table test of a base‐isolated medical facility subjected to vertical motions @article{2013FullscaleST, title={Full‐scale shaking table test of a base‐isolated medical facility subjected to vertical motions}, author={Sachi and Eiji Sato and …
WhatsApp: +86 18221755073In this study, a series of 1-G large-scale shaking table model tests on typical CFRDs are conducted to discuss the failure modes of a CFRD under seismic loads, especially the fracture and dislocation mechanisms of the face slabs. A type of material that can reflect the main damage characteristics of the prototype face slab is developed for …
WhatsApp: +86 18221755073The tunnel structure was designed at 1/9 scale based on the configuration of an actual recently constructed prototype structure in San Francisco, California [27] and the test results in prototype-scale. The details of the shake table tests are provided and the results of the performed shake table testing program are presented and discussed.
WhatsApp: +86 18221755073A full-scale, four-story, reinforced concrete building designed in accordance with the current Japanese seismic design code was tested under multi-directional shaking on the E-Defense shake table.
WhatsApp: +86 18221755073Abstract The shaking table tests were conducted on small scale embankment slopes to study their behaviors under dynamic conditions. The model embankment slopes were built in a rigid box with a length…
WhatsApp: +86 18221755073In the full-scale shaking table experiment, two types of buildings were adopted as specimens: (1) a free-standing base-sliding with cast-iron plates and (2) a …
WhatsApp: +86 18221755073A large-scale shaking table model test at a similitude ratio of 1:70 was first carried out to investigate a gravel landslide site near the Jiuzhai Valley Bridge, which …
WhatsApp: +86 18221755073The method employed in this study combines large-scale shaking table tests with fully coupled 3D non-linear dynamic analysis to investigate the site response and structural damage mechanisms of laterally spreading site cluster pile foundation systems under weak and strong seismic excitation. The study also aims to verify the applicability …
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