Seismic analysis on reinforced concrete group silos through shaking table tests | Zendy

Xu Qikeng | Zendy; Zhang Hao | Zendy; Liu Qiang | Zendy; Wang Lumin | Zendy

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Seismic analysis on reinforced concrete group silos through shaking table tests

Author(s) -

Xu Qikeng,

Zhang Hao,

Liu Qiang,

Wang Lumin

Publication year - 2021

Publication title -

structural concrete

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.912

H-Index - 34

eISSN - 1751-7648

pISSN - 1464-4177

DOI - 10.1002/suco.202000207

Subject(s) - earthquake shaking table , information silo , structural engineering , finite element method , cracking , engineering , geotechnical engineering , seismic loading , seismic analysis , table (database) , acceleration , geology , computer science , silo , materials science , mechanical engineering , composite material , physics , classical mechanics , data mining

The main objective of this research is to explore the seismic performance of the group silos through the shaking table tests and the finite element analysis. The 1/16 scaled model of reinforced concrete silos supported by supporting wall was designed and constructed. The shaking table tests were carried out with gradually increasing table‐input acceleration amplitudes. The dynamic characteristics, seismic responses, cracking patterns and failure mechanism of the model under empty and full conditions were analyzed. The finite element model was established and verified by experimental results. This article is aimed to provide guide for engineering design of group silos.

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