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Mobile crushers can also be called mobile crushing plants, mobile crushers, etc. It is an inevitable product of high-tech crushing technology in the new era, and its main features are that it can be operated mobilely, can walk freely, and is more convenient for transitions, ensuring that the equipment While the production is safe, the work process is more reliable.
·A shaking table test of a 12‐story steel/reinforced concrete S/RC frame which is composed of a 4‐story steel frame in the higher part a 1‐story S/RC frame as a transition story in the middle part and a 7‐story reinforced concrete RC frame in the
·Shaking table tests are also commonly used in analysis of seismic performance of bridge structures [3] Among them Li [4] studied the seismic performance of different tower connection structures and conducted 40 scale model tests of Taizhou Yangtze River Highway Bridge on the shaking table of Shanghai Tongji University
·The pile soil structure system rests in a shear laminar soil container which is designed to minimize the boundary effects during shaking table tests The two models are subjected to various intensity seismic excitations of Shanghai bedrock waves 1995 Kobe earthquake and 1999 Chi Chi earthquake events
·Shaking table test for subway station considering the influence of diaphragm walls Haitao Yu Corresponding Author Tongji University Shanghai China Correspondence Haitao Yu State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China Email [email protected] Search for more papers by
·Summary A three story superimposed reinforced concrete shear wall structure model was designed to be tested on the shaking table in order to study its seismic performance with horizontal seams Skip to Article Content Tongji University Shanghai 200092 China Correspondence Zheng Lu Research Institute of Structural Engineering and
·Reverso Context In order to enable recurrence really seismic condition the shaking table needs a perfect control system "shaking table"
·container simulation method three free field shaking table tests are performed Shanghai soft soil is used as the model soil The soil in test FF20s FF20 and FF10 is and in depth respectively The container with soil is excited with two levels of intensity of El Centro earthquake record and Shanghai artificial wave
·Shaking table tests were performed at the Earthquake Simulation and Industrial Vibration Laboratory of Shanghai Jiao Tong University The shaking table had a plan dimension of 2 m × 2 m load capacity of 5 tons maximum displacement of ±125 mm maximum velocity of 1000 mm/s and maximum acceleration of
Ailan CHE Cited by 583 of Shanghai Jiao Tong University Shanghai SJTU Read 110 publications Contact Ailan CHE
·the large shaking table array at Tongji University Wensheng LU ZhongFANG & Xilin LU Tongji University July 14 2009 CONTENT Shanghai City EXPO Shanghai 2010 Harbor and bridges Ecological environment System of organization management and operation Civil construction and facilities
·Shaking table test on isolated Air Floating Micro Vibration Platform subjected to seismic excitation Structures 2024 64 106505 JCR Q1 [WOS 001292498300001]
Shanghai Zhichu Instrument Co Ltd is one of leading and professional manufacturer specialized in the field of shaking incubators in China The company integrates R & D production sales and service since 2010 Since 2018 ZHICHU has gradually expanded its commercial territory with products involving incubators refrigerated circulators
·Li C S Lam S S E Zhang M Z et al Shaking table test of a 1 20 scale high rise building with a transfer plate system J Struct Eng 2006 132 1732 1744 Article Google Scholar Mao Y J Lu X L Lu W S et al Study on seismic behavior of Shanghai Tower with shaking table test in Chinese
·This research comprises a series of shaking table tests and finite element analyses of scaled soil foundation model to determine the dynamic interaction effects between the foundation and the underlying soil The purpose of this work is to specify a realistic geometric scaling coefficient for test model to be used in a small capacity shaking table The scaling
The Shaking Table Testing Division was established in early 1975 In 1983 one two dimensional earthquake simulation testing system was imported from MTS USA In 1991 the system was upgraded to a three dimensional system with six degree of freedom connection model testing and in site measuring of the Shanghai World Financial Center
·1PhD Shanghai Research Institute of building Sciences & Tongji University Shanghai China 2Professor Tongji University Shanghai China The specimen for shake table tests is a full size two storey light wood framed house by in plan and in height Symmetrical configurations with three types opening size and asymmetrical
·Some shaking table experiments of reinforced concrete high rise buildings have been done since 1993 This paper studies the shaking table experimental method of reinforced high rise building As an example the model test of Shanghai Kai Xuanmen Building is introduced In order to prove the correctness of shaking table
·A series of shaking table tests were carried out to investigate the seismic response characteristics of a multi story subway station Dynamic responses including accelerations of the soils and the underground structure layer drift dynamic earth pressure and lateral deformation of soils were recorded and analyzed
·Shaking table test on strong earthquake response of stratified rock slopes[J] Chinese Journal of Rock Mechanics and Engineering 2013 32 5 866 875 [9]Ishimaru M Kawai T Basic study on the evaluation of seismic stability of rock slope using centrifuge model test[C]∥The Collection of Academic Conference on Civil Engineering
·Shaking table model test and numerical analysis of a supertall building with high‐level transfer storey Xilin Lu Corresponding Author Shanghai 200092 China===Search for more papers by this author Yue Chen State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China
Shaking table test and numerical analysis of a high rise building with steel reinforce concrete column and reinforce concrete core tube Zhou Corresponding Author Bin Zhou State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University Shanghai 200092 China Correspondence to Bin Zhou State Key Laboratory of
·The shaking table model test numerical analysis and damage identification prove that this building is well designed and can be safely put into use The height of 101‐storey Shanghai World Financial Center Tower is 492m above ground making it possible the tallest building in the world when completed Three parallel structural systems
·A shaking table test of a 12 story steel/reinforced concrete S/RC frame which is composed of a 4 story steel frame in the higher part a 1 story S/RC frame as a transition story in the middle part and a 7 story reinforced concrete RC frame in the lower part of the model has been conducted and its results are compared with those of a standard 12 story RC frame
·A series of large scale shaking table tests of tall buildings with nonlinear viscous dampers on soft soils in pile group foundations are performed to better understand the effect of the seismic
A 1 g shaking table test is conducted to investigate seismic responses of a segmental tunnel in sand under near fault motions The tunnel model is assembled with segments bolts and rubber strips
·Ying Zhou State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University No 1239 Siping Road Shanghai 200092 China Email [email protected] Search for more papers by this author Yiqiu Lu and tested on a shaking table subjected to a series of unidirectional and bidirectional ground motions with increasing
