The Influence of Axial Compression Ratio on Seismic Behavior of SRUHSC Frame under Cyclic Loading
The Influence of Axial Compression Ratio on Seismic Behavior of SRUHSC Frame under Cyclic Loading
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Publisher
Seoul: Korean Society of Civil Engineers
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Language
English
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Seoul: Korean Society of Civil Engineers
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Contents
In this paper, the seismic behavior of Steel Reinforced Ultra-High Strength Concrete (SRUHSC) frames is experimentally studied under cyclic loading. Three one story-one span frames are carried out, and the main parameter is axial compression ratio. The major purpose is to investigate the seismic behavior of frames with the increasing of axial compr...
Alternative Titles
Full title
The Influence of Axial Compression Ratio on Seismic Behavior of SRUHSC Frame under Cyclic Loading
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TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_4149658
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_4149658
Other Identifiers
ISSN
1226-7988
E-ISSN
1976-3808
DOI
10.1007/s12205-018-0235-z
