shaking table tests are desirable for proof of concept to quantify the role of SSI and to facilitate the seismic design of self centering frames accounting for SSI This study presents preliminary results of a series of shaking table tests performed to quantify the effect of SSI Two self centering RC frames are tested at a scale

Shaking Table Test and Seismic Performance Evaluation

For Shanghai Tower shaking table test was done on the structure to investigate its seismic performance because of its complexity and irregularity A 1/40 scaled test model was designed and tested on shaking table of China Academy of Building Research Based on the experimental results some suggestions were proposed to contribute

Shaking table test of a 10 story self centering tube building

·Aiming at providing essential insights into the seismic performance of self centering tube systems a 1/6 scale ten story self centering tube building was designed constructed and tested on a shaking table subjected to a series of unidirectional and bidirectional ground motions with increasing intensities

SHAKING TABLE TESTS OF DYNAMIC INTERACTION OF

·Ground shaking was simulated as unidirectional x direction of the shaking table The records selected for the study included i a record from the 1940 El Centro earthquake; ii a synthetically generated record Shanghai Bedrock wave depict the acceleration time history and corresponding Fourier spectra of the waves Five levels of

Shaking table tests and numerical analyses of an RC coupled

·State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai PR China Search for more papers by this author constructed and tested on a shaking table The failure pattern dynamic properties and structural responses including the acceleration displacement story force and strain responses of the 2

Shaking table test and numerical simulation of eddy current

·A series of shaking table tests are conducted to investigate the effectiveness of ECTMD for a six story frame structure under earthquake excitations considering soil structure interaction The numerical simulation method by using an equivalent damping force for eddy current damper to study the ECTMD in SSI system is proposed and validated by

Shaking table test study on seismic behavior of underground

·Shaking table test study on seismic behavior of underground structure with intermediate columns enhanced by concrete filled steel tube CFT In modelling tests two types of seismic waves El Centro wave and Shanghai artificial wave are introduced to simulate earthquake motions Both waves are distinct with each other for the rich high

Analysis of seismic performance and shaking table tests of the Shanghai

The Shanghai Tower with a total height of 632 m adopts the steel concrete hybrid mega frame core tube outrigger structural elasto plastic time history analysis under frequent basic and rare earthquakes of seismic intensity 7 was carried out with the aid of ABAQUS structural dynamic characteristics and displacement responses were structural