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Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns
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Research works printed but not linked: 18
- Schneider, 1998, Axially loaded concrete-filled steel tubes, Journal of Structural Engineering, ASCE, 124, 1125, 10.1061/(ASCE)0733-9445(1998)124:10(1125) · doi:10.1061/(asce)0733-9445(1998)124:10(1125 · Paper page
- Uy, 1998, Local and post-local buckling of concrete filled steel welded box columns, Journal of Constructional Steel Research, 74, 47, 10.1016/S0143-974X(98)80102-8 · DOI · Paper page
- Uy, 2001, Static long-term effects in short concrete-filled steel box columns under sustained loading, ACI Structural Journal, 98, 96
- Uy, 2001, Strength of short concrete filled high strength steel box columns, Journal of Constructional Steel Research, 57, 113, 10.1016/S0143-974X(00)00014-6 · DOI
- Huang, 2002, Axial load behavior of stiffened concrete-filled steel columns, Journal of Structural Engineering, ASCE, 128, 1222, 10.1061/(ASCE)0733-9445(2002)128:9(1222) · doi:10.1061/(asce)0733-9445(2002)128:9(1222 · Paper page
- Han, 2003, Influence of concrete compaction on the strength of concrete-filled steel RHS columns, Journal of Constructional Steel Research, 59, 751, 10.1016/S0143-974X(02)00076-7 · doi:10.1016/s0143-974x(02)00076-7
- Mursi, 2003, Strength of concrete filled steel box columns incorporating interaction buckling, Journal of Structural Engineering, ASCE, 129, 626, 10.1061/(ASCE)0733-9445(2003)129:5(626) · doi:10.1061/(asce)0733-9445(2003)129:5(626
- Liu, 2003, Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns, Journal of Constructional Steel Research, 59, 1499, 10.1016/S0143-974X(03)00106-8 · DOI
- Uy, 2003, High-strength steel–concrete composite columns for buildings, Structures & Buildings, 156, 3, 10.1680/stbu.2003.156.1.3 · doi:10.1680/stbu.2003.156.1.3
- Sakino, 2004, Behavior of centrally loaded concrete-filled steel-tube short columns, Journal of Structural Engineering, ASCE, 130, 180, 10.1061/(ASCE)0733-9445(2004)130:2(180) · doi:10.1061/(asce)0733-9445(2004)130:2(180
- Giakoumelis, 2004, Axial capacity of circular concrete-filled tube columns, Journal of Constructional Steel Research, 60, 1049, 10.1016/j.jcsr.2003.10.001 · DOI · Paper page
- Young, 2002, Compression tests of stainless steel tubular members, Journal of Structural Engineering, ASCE, 128, 754, 10.1061/(ASCE)0733-9445(2002)128:6(754) · doi:10.1061/(asce)0733-9445(2002)128:6(754
- Young, 2003, Experimental investigation of cold-formed stainless steel columns, Journal of Structural Engineering, ASCE, 129, 169, 10.1061/(ASCE)0733-9445(2003)129:2(169) · doi:10.1061/(asce)0733-9445(2003)129:2(169
- Liu, 2003, Buckling of stainless steel square hollow section compression members, Journal of Constructional Steel Research, 59, 165, 10.1016/S0143-974X(02)00031-7 · DOI
- Gardner, 2004, Experiments on stainless steel hollow sections—Part 1: Material and cross-sectional behaviour, Journal of Constructional Steel Research, 60, 1291, 10.1016/j.jcsr.2003.11.006 · DOI · Paper page
- Gardner, 2004, Experiments on stainless steel hollow sections—Part 2: Member behaviour of columns and beams, Journal of Constructional Steel Research, 60, 1319, 10.1016/j.jcsr.2003.11.007 · doi:10.1016/j.jcsr.2003.11.007
- Young, 2005, Behaviour of cold-formed high strength stainless steel sections, Journal of Structural Engineering, ASCE, 131, 10.1061/(ASCE)0733-9445(2005)131:11(1738) · doi:10.1061/(asce)0733-9445(2005)131:11(1738
- Young B, Lui WM. Experimental investigation of cold-formed high strength stainless steel compression members. In: Proceedings of the 6th international conference on tall buildings. 2005 · doi:10.1142/9789812701480_0099
Cited by
Behaviour of short and slender concrete-filled stainless steel tubular columns
Uy, B., Tao, Z., & Han, L.-H. (2011) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2010.10.004 · Cited by 462
Han, L.-H., Xu, C.-Y., & Tao, Z. (2019) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2018.02.038 · Cited by 193
Compressive strength of concrete-filled stainless steel tube stub columns
Dai, P., Yang, L., Wang, J., & Zhou, Y. (2020) · Engineering Structures · doi:10.1016/j.engstruct.2019.110106 · Cited by 92
Push-out tests and bond strength of rectangular CFST columns
Qu, X., Chen, Z., Nethercot, D. A., Gardner, L., & Theofanous, M. (2015) · Steel and Composite Structures · doi:10.12989/scs.2015.19.1.021 · Cited by 49
Bond stress-slip relationship in concrete-filled square stainless steel tubes
Dai, P., Yang, L., Wang, J., Lin, M., & Fan, J. (2022) · Construction and Building Materials · doi:10.1016/j.conbuildmat.2022.127001 · Cited by 45
Metadata
- Authors
- Young, B., & Ellobody, E.
- Venue
- Journal of Constructional Steel Research
- Publisher
- Elsevier BV
- Published
- 2006-05
- Volume
- 62
- Issue
- 5
- Pages
- 484-492
- ISSN
- 0143-974X (ISSN-L)
- OpenAlex
- W2071030443
- Cited by
- 287
- References
- 0
- FWCI
- 15.49
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.elsevier.com/tdm/userlicense/1.0/ (tdm)
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Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.
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- The paper
- Young, B., & Ellobody, E. (2006). Experimental investigation of concrete-filled cold-formed high strength stainless steel tube columns. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2005.08.004
Data sources
Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
