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Experimental Investigation on the Performance Levels and Drift Capacity of SRC Columns

Experimental Investigation on the Performance Levels and Drift Capacity of SRC Columns

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_10211152

Experimental Investigation on the Performance Levels and Drift Capacity of SRC Columns

About this item

Full title

Experimental Investigation on the Performance Levels and Drift Capacity of SRC Columns

Publisher

Seoul: Korean Society of Civil Engineers

Journal title

KSCE Journal of Civil Engineering, 2023, 27(4), , pp.1585-1600

Language

English

Formats

Publication information

Publisher

Seoul: Korean Society of Civil Engineers

More information

Scope and Contents

Contents

To promote the performance-based seismic design and assessment of steel-reinforced concrete (SRC) structures, 27 SRC columns, varying axial load ratio
n
, steel ratio
ρ
ss
, and shear span ratio
λ
, were tested under quasi-static cyclic loadings. The failure modes, hysteretic response, performance levels (PLs), damage states an...

Alternative Titles

Full title

Experimental Investigation on the Performance Levels and Drift Capacity of SRC Columns

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_10211152

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_nrf_kci_oai_kci_go_kr_ARTI_10211152

Other Identifiers

ISSN

1226-7988

E-ISSN

1976-3808

DOI

10.1007/s12205-023-1871-5

How to access this item