Lan Kang 
- (2023): Full-range stress–strain relationship and fracture model for laser cladding additively manufactured 316L stainless steel sheets. In: Engineering Structures, v. 297 (December 2023).
- (2023): Experimental study of mechanical properties of laser additively manufactured 316L stainless steels. In: Structures, v. 54 (August 2023).
- (2022): Mechanical properties and microstructure of laser-cladding additively manufactured 316L stainless steel sheets. In: Journal of Constructional Steel Research, v. 199 (December 2022).
- (2013): Recent Research Developments In Ductile Fracture Of Steel Bridge Structures. In: Journal of Earthquake and Tsunami, v. 7, n. 3 (September 2013).
- (2013): An Evaluation Method For Large Drifting Object-bridge Collision During Tsunami. In: Journal of Earthquake and Tsunami, v. 7, n. 2 (June 2013).
- (2021): Experimental study on post-fire mechanical performances of high strength steel Q460. In: Advances in Structural Engineering, v. 24, n. 12 (May 2021).
- (2016): Ductile cracking simulation procedure for welded joints under monotonic tension. In: Structural Engineering and Mechanics, v. 60, n. 1 (October 2016).
- (2020): Experimental and numerical investigation of lateral torsional buckling behavior and capacity of welded Q460 beams. In: Journal of Constructional Steel Research, v. 172 (September 2020).
- (2014): Experimental study on seismic performance of partial penetration welded steel beam-column connections with different fillet radii. In: Steel and Composite Structures, v. 17, n. 6 (December 2014).
- (2019): Experimental and numerical study on ductile fracture of structural steels under different stress states. In: Journal of Constructional Steel Research, v. 158 (July 2019).
- (2017): Influence of local corrosion on behavior of steel I-beams subjected to end patch loading: Experiments. In: Journal of Constructional Steel Research, v. 135 (August 2017).
- (2018): Experiment of ductile fracture performances of HSSS Q690 after a fire. In: Journal of Constructional Steel Research, v. 146 (July 2018).
- (2018): End patch loading behavior and strengthening of locally corroded steel I-beams. In: Journal of Constructional Steel Research, v. 148 (September 2018).
- (2012): Predicting Ductile Crack Initiation of Steel Bridge Structures Due to Extremely Low-Cycle Fatigue Using Local and Non-Local Models. In: Journal of Earthquake Engineering, v. 17, n. 3 ( 2012).
- (2012): A Damage Index-Based Evaluation Method for Predicting the Ductile Crack Initiation in Steel Structures. In: Journal of Earthquake Engineering, v. 16, n. 5 ( 2012).
- (2016): An improved ductile fracture model for structural steels considering effect of high stress triaxiality. In: Construction and Building Materials, v. 115 (July 2016).
- (2015): Predicting Ductile Crack Initiation in Steel Bridge Piers with Unstiffened Box Section under Specific Cyclic Loadings Using Detailed and Simplified Evaluation Methods. In: Advances in Structural Engineering, v. 18, n. 9 (September 2015).
- (2012): Demand on Stiffened Steel Shear Panel Dampers in a Rigid-Framed Bridge Pier under Repeated Seismic Ground Motions. In: Advances in Structural Engineering, v. 15, n. 3 (March 2012).
- (2014): Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading. In: Engineering Structures, v. 59 (February 2014).
- (2015): Experimental and ductile fracture model study of single-groove welded joints under monotonic loading. In: Engineering Structures, v. 85 (February 2015).
- (2017): Accumulative response of large offshore steel bridge under severe earthquake and ship impact due to earthquake-induced tsunami flow. In: Engineering Structures, v. 134 (March 2017).
- (2013): Extremely Low-Cycle Fatigue Tests of Thick-Walled Steel Bridge Piers. In: Journal of Bridge Engineering (ASCE), v. 18, n. 9 (September 2013).
- (2018): An average weight whole-process method for predicting mechanical and ductile fracture performances of HSS Q690 after a fire. In: Construction and Building Materials, v. 191 (December 2018).
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