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Kang, Lan / Zhang, Cheng / Bradford, Mark A. / Liu, Xinpei (2023): Full-range stress–strain relationship and fracture model for laser cladding additively manufactured 316L stainless steel sheets. Dans: Engineering Structures, v. 297 (décembre 2023).
https://doi.org/10.1016/j.engstruct.2023.116997
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Kang, Lan / Chen, Feng / Bradford, Mark A. / Liu, Xinpei (2023): Experimental study of mechanical properties of laser additively manufactured 316L stainless steels. Dans: Structures, v. 54 (août 2023).
https://doi.org/10.1016/j.istruc.2023.05.053
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Kang, Lan / Chen, Feng / Wu, Bin / Liu, Xinpei / Ge, Hanbin (2022): Mechanical properties and microstructure of laser-cladding additively manufactured 316L stainless steel sheets. Dans: Journal of Constructional Steel Research, v. 199 (décembre 2022).
https://doi.org/10.1016/j.jcsr.2022.107603
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Ge, Hanbin / Kang, Lan / Hayami, Kei (2013): Recent Research Developments In Ductile Fracture Of Steel Bridge Structures. Dans: Journal of Earthquake and Tsunami, v. 7, n. 3 (septembre 2013).
https://doi.org/10.1142/s1793431113500218
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Magoshi, Kazuya / Kang, Lan / Ge, Hanbin / Nonaka, Tetsuya / Harada, Takanori / Murakami, Keisuke (2013): An Evaluation Method For Large Drifting Object-bridge Collision During Tsunami. Dans: Journal of Earthquake and Tsunami, v. 7, n. 2 (juin 2013).
https://doi.org/10.1142/s1793431113500097
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Kang, Lan / Wu, Bin / Liu, Xinpei / Ge, Hanbin (2021): Experimental study on post-fire mechanical performances of high strength steel Q460. Dans: Advances in Structural Engineering, v. 24, n. 12 (mai 2021).
https://doi.org/10.1177/13694332211010601
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Jia, Liang-Jiu / Ikai, Toyoki / Kang, Lan / Ge, Hanbin / Kato, Tomoya (2016): Ductile cracking simulation procedure for welded joints under monotonic tension. Dans: Structural Engineering and Mechanics, v. 60, n. 1 (octobre 2016).
https://doi.org/10.12989/sem.2016.60.1.051
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Kang, Lan / Meng, Liuchen / Lin, Yiwei (2020): Experimental and numerical investigation of lateral torsional buckling behavior and capacity of welded Q460 beams. Dans: Journal of Constructional Steel Research, v. 172 (septembre 2020).
https://doi.org/10.1016/j.jcsr.2020.106166
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Ge, Hanbin / Jia, Liang-Jiu / Kang, Lan / Suzuki, Toshimitsu (2014): Experimental study on seismic performance of partial penetration welded steel beam-column connections with different fillet radii. Dans: Steel and Composite Structures, v. 17, n. 6 (décembre 2014).
https://doi.org/10.12989/scs.2014.17.6.851
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Liu, Yan / Kang, Lan / Ge, Hanbin (2019): Experimental and numerical study on ductile fracture of structural steels under different stress states. Dans: Journal of Constructional Steel Research, v. 158 (juillet 2019).
https://doi.org/10.1016/j.jcsr.2019.04.001
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Wu, Bo / Cao, Jia-Li / Kang, Lan (2017): Influence of local corrosion on behavior of steel I-beams subjected to end patch loading: Experiments. Dans: Journal of Constructional Steel Research, v. 135 (août 2017).
https://doi.org/10.1016/j.jcsr.2017.04.020
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Kang, Lan / Suzuki, Motoya / Ge, Hanbin / Wu, Bo (2018): Experiment of ductile fracture performances of HSSS Q690 after a fire. Dans: Journal of Constructional Steel Research, v. 146 (juillet 2018).
https://doi.org/10.1016/j.jcsr.2018.03.010
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Wu, Bo / Cao, Jia-Li / Kang, Lan (2018): End patch loading behavior and strengthening of locally corroded steel I-beams. Dans: Journal of Constructional Steel Research, v. 148 (septembre 2018).
https://doi.org/10.1016/j.jcsr.2018.05.029
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Kang, Lan / Ge, Hanbin (2012): Predicting Ductile Crack Initiation of Steel Bridge Structures Due to Extremely Low-Cycle Fatigue Using Local and Non-Local Models. Dans: Journal of Earthquake Engineering, v. 17, n. 3 ( 2012).
https://doi.org/10.1080/13632469.2012.746211
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Ge, Hanbin / Kang, Lan (2012): A Damage Index-Based Evaluation Method for Predicting the Ductile Crack Initiation in Steel Structures. Dans: Journal of Earthquake Engineering, v. 16, n. 5 ( 2012).
https://doi.org/10.1080/13632469.2012.676231
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Kang, Lan / Ge, Hanbin / Fang, Xing (2016): An improved ductile fracture model for structural steels considering effect of high stress triaxiality. Dans: Construction and Building Materials, v. 115 (juillet 2016).
https://doi.org/10.1016/j.conbuildmat.2016.04.083
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Kang, Lan / Ge, Hanbin (2015): Predicting Ductile Crack Initiation in Steel Bridge Piers with Unstiffened Box Section under Specific Cyclic Loadings Using Detailed and Simplified Evaluation Methods. Dans: Advances in Structural Engineering, v. 18, n. 9 (septembre 2015).
https://doi.org/10.1260/1369-4332.18.9.1427
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Ge, Hanbin / Chen, Xi / Kang, Lan (2012): Demand on Stiffened Steel Shear Panel Dampers in a Rigid-Framed Bridge Pier under Repeated Seismic Ground Motions. Dans: Advances in Structural Engineering, v. 15, n. 3 (mars 2012).
https://doi.org/10.1260/1369-4332.15.3.525
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Ge, Hanbin / Kang, Lan (2014): Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading. Dans: Engineering Structures, v. 59 (février 2014).
https://doi.org/10.1016/j.engstruct.2013.12.006
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Kang, Lan / Ge, Hanbin / Kato, Tomoya (2015): Experimental and ductile fracture model study of single-groove welded joints under monotonic loading. Dans: Engineering Structures, v. 85 (février 2015).
https://doi.org/10.1016/j.engstruct.2014.12.006
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Kang, Lan / Magoshi, Kazuya / Ge, Hanbin / Nonaka, Testuya (2017): Accumulative response of large offshore steel bridge under severe earthquake and ship impact due to earthquake-induced tsunami flow. Dans: Engineering Structures, v. 134 (mars 2017).
https://doi.org/10.1016/j.engstruct.2016.12.047
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Ge, Hanbin / Kang, Lan / Tsumura, Yasuhiro (2013): Extremely Low-Cycle Fatigue Tests of Thick-Walled Steel Bridge Piers. Dans: Journal of Bridge Engineering (ASCE), v. 18, n. 9 (septembre 2013).
https://doi.org/10.1061/(asce)be.1943-5592.0000429
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Kang, Lan / Ge, Hanbin / Suzuki, Motoya / Wu, Bo (2018): An average weight whole-process method for predicting mechanical and ductile fracture performances of HSS Q690 after a fire. Dans: Construction and Building Materials, v. 191 (décembre 2018).
https://doi.org/10.1016/j.conbuildmat.2018.10.068