The DOI matches its Crossref record; 20 of the 20 references it cites were found in a registry or an index.
Post-fire seismic performance of concrete-filled steel tubular column to steel beam joints with blind-bolted connections: Experiment and simulation
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Claims the paper makes
Claims other papers make about this one
Each is checked against this paper’s own text: does it say what the citing paper says it does?
Concrete in RACFST pertains to confined concrete, which differs from the constitutive model of ordinary uniaxial compressive concrete.
“The concrete in RACFST pertains to confined concrete, which differs from the constitutive model of ordinary uniaxial compressive concrete.”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [51]
Citations
Cites
Seismic performance of CFST column to steel beam joint with RC slab: Experiments
Han, L., & Li, W. (2010) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2010.05.003 · Cited by 159
Self-citationBehaviour of flush end plate joints to concrete-filled steel tubular columns
Wang, J., Han, L., & Uy, B. (2008) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2008.10.010 · Cited by 152
Self-citationConcrete filled steel tube stub columns under combined temperature and loading
Song, T.-Y., Han, L., & Yu, H. (2009) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2009.10.010 · Cited by 136
Self-citationSeismic response of extended end plate joints to concrete-filled steel tubular columns
Wang, J., Zhang, L., & Spencer, B. F. (2013) · Engineering Structures · doi:10.1016/j.engstruct.2013.01.001 · Cited by 123
Loh, H. Y., Uy, B., & Bradford, M. A. (2005) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2005.07.012 · Cited by 119
France, J. E., Davison, B., & Kirby, P. A. (1999) · Journal of Constructional Steel Research · doi:10.1016/s0143-974x(98)00237-5 · Cited by 107
Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns
Wang, J., Han, L., & Uy, B. (2009) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2008.12.008 · Cited by 98
Self-citationStrength and rotational response of moment connections to tubular columns using flowdrill connectors
France, J. E., Davison, B., & Kirby, P. A. (1999) · Journal of Constructional Steel Research · doi:10.1016/s0143-974x(98)00235-1 · Cited by 90
Blind Bolting W‐Shape Beams to HSS Columns
Korol, R. M., Ghobarah, A. A., & Mourad, S. (1993) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(1993)119:12(3463 · Cited by 79
Experimental study on blind bolted connections to concrete-filled stainless steel columns
Tao, Z., Hassan, M. K., Song, T.-Y., et al. (2016) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2016.10.016 · Cited by 71
Self-citationSong, T.-Y., Han, L., & Uy, B. (2010) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2009.12.006 · Cited by 59
Self-citationBehavior of Steel Beam to Concrete-Filled Steel Tubular Column Connections after Exposure to Fire
Han, L., Huo, J., & Wang, Y. (2007) · Journal of Structural Engineering · doi:10.1061/(asce)0733-9445(2007)133:6(800 · Cited by 47
Self-citationMoment-Rotation Model for Blind-Bolted Flush End-Plate Connections in Composite Frame Structures
Ataei, A., Bradford, M. A., & Valipour, H. R. (2014) · Journal of Structural Engineering · doi:10.1061/(asce)st.1943-541x.0001147 · Cited by 42
Fire performance of blind bolted composite beam to column joints
Song, T.-Y., Tao, Z., Razzazzadeh, A., et al. (2017) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2017.01.011 · Cited by 41
Self-citationDynamic response of hollow section frames with bolted moment connections
Mourad, S., Ghobarah, A. A., & Korol, R. M. (1995) · Engineering Structures · doi:10.1016/0141-0296(95)00002-o · Cited by 35
Fire performance of blind-bolted connections to concrete filled tubular columns in tension
Pascual, A. M. J., Romero, M. L., & Tizani, W. (2015) · Engineering Structures · doi:10.1016/j.engstruct.2015.03.067 · Cited by 32
Thermal behaviour of blind-bolted connections to hollow and concrete-filled steel tubular columns
Pascual, A. M. J., Romero, M. L., & Tizani, W. (2015) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2015.01.014 · Cited by 21
Huo, J., Han, L., & Wang, Y. (2010) · Advances in Structural Engineering · doi:10.1260/1369-4332.13.1.53 · Cited by 20
Self-citationSong, Q.-Y., Han, L., Yuan, F. W., et al. (2019) · Journal of Constructional Steel Research · doi:10.1016/j.jcsr.2019.105869 · Cited by 15
Self-citationPost-fire Behaviour of Innovative Shear Connection for Steel-Concrete Composite Structures
MASHIRI, F. R., Mirza, O., Canuto, C., et al. (2016) · Structures · doi:10.1016/j.istruc.2016.12.001 · Cited by 14
Flagged first, then by citations
Research works printed but not linked: 4
- Yukihiro, 2002, Structural behavior of RHS column-to H beam connection with high strength bolts, Steel Struct, 2, 111
- GB/T 228.1-2010. Metallic materials-Tensile testing-Part1: Method of test at room temperature. Beijing: China Architecture & Building Press; 2010 [in Chinese].
- JGJ/T 101-2015. Specification for seismic test of buildings. Beijing: China Architecture & Building Press; 2015 [in Chinese].
- Li, 2020, Seismic behavior of fire-exposed concrete-filled steel tubular columns, Eng Struct, 222
Cited by
Sorted by citations
Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs
Cai, G., Sun, B., Zeng, S., Yang, P., & Zhang, J. (2025) · PLoS ONE · doi:10.1371/journal.pone.0325279 · Cited by 1
Metadata
- Authors
- Han, L.-H., Song, T.-Y., & Li, S.
- Affiliations
- Guangxi University (CN)
- Beijing University of Technology (CN)
- Tsinghua University (CN)
- Corresponding author
- Han, Lin-Hai
- Venue
- Engineering Structures
- Publisher
- Elsevier BV
- Published
- 2023-05
- Volume
- 283
- Pages
- 115892
- ISSN
- 0141-0296 (ISSN-L)
- OpenAlex
- W4323820248
- Cited by
- 28
- References
- 20
- Citations by year
- 2026: 9 · 2025: 11 · 2024: 6 · 2023: 2
- FWCI
- 3.28
- Type
- journal article
- Language
- en
- Open access
- closed
- Licence
- Locations
- Engineering Structures (publishedVersion)
- Funders
- National Natural Science Foundation of China (51838008)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Fire effects on concrete materials
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Keywords
- concrete-filled steel tube columns, beam-column joints, blind bolted connections, panel zone, hysteretic behavior, joint failure modes, finite element analysis
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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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