Chongjie Kang

2026

• ConvNeXt-DSAN: An efficient unsupervised learning framework for structural damage identification with monitoring dataLu, N., Liu, Y., Cui, J., Xiao, X. & Kang, C., Feb 2026, In: Measurement. 261, 119951Electronic (full-text) versionResearch output: Contribution to journal > Research article
• Fatigue life evaluation and dynamic growth behavior of spatially coupled multiple fatigue cracks in welded joints of OSDsLu, N., Cui, J., Wang, K., Luo, Y. & Kang, C., Feb 2026, In: Structures. 84, 111010Electronic (full-text) versionResearch output: Contribution to journal > Research article
• AI-Assisted Bridge Conceptual Design: A Hybrid Knowledge- and Learning-Based Approach to Automated Span PlanningQian, H., Noack, T., Peng, M., Marx, S. & Kang, C., 2026, 8 p.Electronic (full-text) versionResearch output: Contribution to conferences > Paper
• Analysis of German bridge inventory data for systematic recognition of damage patternsEisermann, C., Vogt, J., Walker, M., Marx, S. & Kang, C., 2026, In: Procedia Structural Integrity. 85, p. 1153-1160Electronic (full-text) versionResearch output: Contribution to journal > Conference article
• Cross-Domain Structural Damage Identification via MMD-Based Transfer Learning: Application to An Experimental Truss ModelXiao, X., Lu, N., Zeng, H., Cui, J. & Kang, C., 2026Electronic (full-text) versionResearch output: Preprint/documentation/report > Preprint
• Experimental Investigations on Dynamic Effects on Railway Masonry Arch Bridges: A Case StudyKeßler, J., Marx, S. & Kang, C., 2026, International Masonry Conference 2026. State of the Art in Masonry Research: Proceedings of the 11th International Masonry Conference (IMC 2026), Lübeck, Germany, 12-15 July 2026. Fraunhofer IRB Verlag, p. 523-532Electronic (full-text) versionResearch output: Contribution to book/conference proceedings/anthology/report > Conference contribution
• Fatigue tests on large-scale prestressed concrete beams with a dry ground jointShmorgun, A., Schramm, C., Birkner, D., Marx, S. & Kang, C., 2026, In: Procedia Structural Integrity. 85, p. 1519-1526Electronic (full-text) versionResearch output: Contribution to journal > Conference article
• Independent Numerical Modelling of the OpenBridgeLab Load TestingLila, K., Eisermann, C., Richter, B., Walker, M., Kang, C. & Marx, S., 2026, Structural Concrete 2050: Towards Carbon Neutrality, AI Design, and Robotic Construction: Proceedings of the 7th fib Congress held in Lisbon, Portugal 15–19 June 2026. Júlio, E., Fernandes, P., Bogas, J., Costa, H. & Gonilha, J. (eds.).p. 1838-1847, 10 p.Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution
• Large-scale testing on the load-bearing behavior of multi-segmented concrete towers of wind turbinesGötze, M., Fürll, F., Kang, C. & Marx, S., 2026, 7th fib Congress: Structural Concrete 2050: Towards Carbon Neutrality, AI Design, and Robotic Construction. Júlio, E., Fernandes, P., Bogas, J., Costa, H. & Gonilha, J. (eds.).p. 1848-1857, 10 p.Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution
• Load testing of historical masonry arch bridges using distributed fiber optic sensors (DFOS)Keßler, J., Herbers, M., Kang, C. & Marx, S., 2026, Structural Concrete 2050: Towards Carbon Neutrality, AI Design, and Robotic Construction. Júlio, E., Fernandes, P., Bogas, J., Costa, H. & Gonilha, J. (eds.).p. 1830-1837, 8 p.Research output: Contribution to book/conference proceedings/anthology/report > Conference contribution