The DOI matches its Crossref record.
Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns
Overview
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Integrity signals
Registry
Cites
Statistics
Verification
Claims the paper makes
The claims and statistics of this paper haven’t been checked yet.
Run the check — free, no account needed. It reads the open-access text and checks the sources it cites.
Self-check
Percentages, sums and reported differences re-computed from the paper’s own numbers.
The self-check needs the paper’s full text.
Citations
Cites
No references could be resolved yet.
Research works printed but not linked: 21
- Bradford, 2002, Slenderness limits for filled circular steel tubes, Journal of Constructional Steel Research, 58, 243, 10.1016/S0143-974X(01)00043-8 · DOI
- Uy, 1998, Local and post-local buckling of concrete filled steel welded box columns, Journal of Constructional Steel Research, 47, 47, 10.1016/S0143-974X(98)80102-8 · DOI · Paper page
- Uy, 2000, Strength of concrete filled steel box columns incorporating local buckling, Journal of Structural Engineering, ASCE, 126, 341, 10.1061/(ASCE)0733-9445(2000)126:3(341) · doi:10.1061/(asce)0733-9445(2000)126:3(341
- Ge, 1992, Structural of concrete-filled thin-walled steel box column: experiment, Journal of Structural Engineering, ASCE, 118, 3037, 10.1061/(ASCE)0733-9445(1992)118:11(3036) · doi:10.1061/(asce)0733-9445(1992)118:11(3036 · Paper page
- Kwon YB, Song JY, Kon KS The structural behaviour of concrete-filled steel piers. In: Proceedings of 16th congress of IABSE. 2000 · DOI
- Tao Z, Han LH, Zhao XL Behaviors of square concrete filled steel tubes subjected to axial compression. In: Proceedings of the fifth international symposium on structural engineering for young experts. 1998. p. 61–67
- Han, 2001, Tests and mechanics model for concrete-filled SHS stub columns, columns and beam–columns, Steel & Composite Structures—An International Journal, 1, 51, 10.1296/SCS2001.01.01.04 · DOI
- Han, 2002, Tests on stub columns of concrete-filled RHS sections, Journal of Constructional Steel Research, 58, 353, 10.1016/S0143-974X(01)00059-1 · DOI
- Han, 2003, Analysis of thin-walled RHS columns filled with concrete under long-term sustained loads, Thin-walled Structures, 41, 849, 10.1016/S0263-8231(03)00029-6 · doi:10.1016/s0263-8231(03)00029-6
- Han, 2003, Concrete-filled thin walled steel RHS beam–columns subjected to cyclic loading, Thin-walled Structures, 41, 801, 10.1016/S0263-8231(03)00030-2 · DOI
- Han, 2003, Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes, Journal of Constructional Steel Research, 59, 1455, 10.1016/S0143-974X(03)00102-0 · DOI
- Han, 2004, Experimental behaviour of thin-walled hollow structural steel (HSS) columns filled with self-consolidating concrete (SCC), Thin-Walled Structures, 42, 1357, 10.1016/j.tws.2004.03.016 · DOI · Paper page
- Han, 2004, Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam–columns, Thin-Walled Structures, 42, 1329, 10.1016/j.tws.2004.03.017 · DOI
- Han, 2004, Effects of sustained load on concrete-filled HSS (Hollow Structural Steel) columns, Journal of Structural Engineering, ASCE, 130, 1392, 10.1061/(ASCE)0733-9445(2004)130:9(1392) · doi:10.1061/(asce)0733-9445(2004)130:9(1392
- Tao, 2004, Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam–columns, Journal of Constructional Steel Research, 60, 1129, 10.1016/j.jcsr.2003.11.008 · doi:10.1016/j.jcsr.2003.11.008
- Bridge, 1998, Behaviour of thin-walled steel box sections with or without internal restraint, Journal of Constructional Steel Research, 47, 73, 10.1016/S0143-974X(98)80103-X · DOI
- Uy, 1996, Elastic local buckling of steel plates in composite steel–concrete members, Engineering Structures, 18, 193, 10.1016/0141-0296(95)00143-3 · DOI
- Bradford MA Local and post-local buckling of fabricated box members. Civil Engineering Transactions, Institution of Engineers, Australia 1985;CE27(4):391–396
- Uy, 2001, Local and post-local buckling of fabricated thin-walled steel and steel–concrete composite sections, Journal of Structural Engineering, ASCE, 127, 666, 10.1061/(ASCE)0733-9445(2001)127:6(666) · doi:10.1061/(asce)0733-9445(2001)127:6(666
- Yu, 2003, Unified calculation method of compressive mechanical properties of concrete, Journal of Building Structures, 24, 41
- Desmond, 1981, Intermediate stiffeners for thin-walled members, Journal of Structural Engineering, ASCE, 107, 627
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
Self-citationTao, Z., Han, L.-H., & Wang, D.-Y. (2008) · Thin-Walled Structures · doi:10.1016/j.tws.2008.01.007 · Cited by 240
Self-citationPost-fire bond between the steel tube and concrete in concrete-filled steel tubular columns
Tao, Z., Han, L.-H., Uy, B., & Chen, X. (2011) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2010.09.006 · Cited by 152
Self-citationStiffened concrete-filled steel tubes: A systematic review
Alatshan, F., Osman, S. A., Hamid, R., & Mashiri, F. (2020) · Thin-Walled Structures · doi:10.1016/j.tws.2019.106590 · Cited by 129
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
- Tao, Z., Han, L.-H., & Wang, Z.-B.
- Venue
- Journal of Constructional Steel Research
- Publisher
- Elsevier BV
- Published
- 2005-07
- Volume
- 61
- Issue
- 7
- Pages
- 962-983
- ISSN
- 0143-974X (ISSN-L)
- OpenAlex
- W1964577181
- Cited by
- 311
- References
- 0
- FWCI
- 7.75
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- www.elsevier.com/tdm/userlicense/1.0/ (tdm)
About these checks
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.
Statistics and arithmetic are recomputed, not judged.
Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.
What counts as a claim ›How we measure confidence ›How we check this ›
Are you an author, or do you see a problem with this page? Request a review
How to cite
Cite CoChat for the checks on this page, and the paper for its own findings.
- This page
- CoChat. (2026). Citation check: Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns. https://app.cochat.ai/papers/10.1016/j.jcsr.2004.12.003
- The paper
- Tao, Z., Han, L.-H., & Wang, Z.-B. (2005). Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns. Journal of Constructional Steel Research. https://doi.org/10.1016/j.jcsr.2004.12.003
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.
