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A platform for research: civil engineering, architecture and urbanism
Relative Analysis of Post Anchored RC Column Members with Different Material under Repeated Load
In order to study the seismic behavior of post anchored RC members with different anchoring materials, such as the ductility, load carrying capacity, energy dissipation, etc, eight RC column joint specimens were designed and tested under repeated cyclical load. Comparing the test result with existing findings, it has shown that column members with organic adhesively bonded rebars which anchorage length is more than 15D, have good carrying capacity, ductility and energy dissipation capacity. Due to the inorganic material is short of deformability, it could satisfy the demand of seismic behavior when the anchorage length is lager than 20D.
Relative Analysis of Post Anchored RC Column Members with Different Material under Repeated Load
In order to study the seismic behavior of post anchored RC members with different anchoring materials, such as the ductility, load carrying capacity, energy dissipation, etc, eight RC column joint specimens were designed and tested under repeated cyclical load. Comparing the test result with existing findings, it has shown that column members with organic adhesively bonded rebars which anchorage length is more than 15D, have good carrying capacity, ductility and energy dissipation capacity. Due to the inorganic material is short of deformability, it could satisfy the demand of seismic behavior when the anchorage length is lager than 20D.
Relative Analysis of Post Anchored RC Column Members with Different Material under Repeated Load
Bao, Hai-Zhen (author) / Zhou, Xin-Gang (author) / Sun, Hua-Ming (author)
2012
5 Seiten
Conference paper
English
Relative Analysis of Post Anchored RC Column Members with Different Material under Repeated Load
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