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Dan-Yang Ma ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Ma, Dan-Yang (2023): Seismic performance of concrete-encased CFST column to RC beam joints: A practical model. In: Journal of Building Engineering, v. 78 (November 2023).

    https://doi.org/10.1016/j.jobe.2023.107567

  2. Li, Wei / Ma, Dan-Yang / Xu, Li-Feng / Qian, Wei-Wu (2022): Performance of concrete-encased CFST column-to-beam 3-D joints under seismic loading: Analysis. In: Engineering Structures, v. 252 (February 2022).

    https://doi.org/10.1016/j.engstruct.2021.113661

  3. Zhang, Shi-Jiang / Guo, Zi-Xiong / Ma, Dan-Yang / Ye, Yong (2021): Performance of concrete-filled bimetallic tube short columns under eccentric compression: Experimental investigation. In: Journal of Constructional Steel Research, v. 181 (June 2021).

    https://doi.org/10.1016/j.jcsr.2021.106626

  4. Ma, Dan-Yang / Han, Lin-Hai / Ji, Xiaodong / Yang, Wei-Biao (2018): Behaviour of hexagonal concrete-encased CFST columns subjected to cyclic bending. In: Journal of Constructional Steel Research, v. 144 (May 2018).

    https://doi.org/10.1016/j.jcsr.2018.01.019

  5. Ma, Dan-Yang / Han, Lin-Hai / Zhao, Xiao-Ling (2019): Seismic performance of the concrete-encased CFST column to RC beam joint: Experiment. In: Journal of Constructional Steel Research, v. 154 (March 2019).

    https://doi.org/10.1016/j.jcsr.2018.11.030

  6. Ma, Dan-Yang / Han, Lin-Hai / Li, Wei / Hou, Chao / Mu, Ting-Min (2018): Behaviour of concrete-encased CFST stub columns subjected to long-term sustained loading. In: Journal of Constructional Steel Research, v. 151 (December 2018).

    https://doi.org/10.1016/j.jcsr.2018.09.016

  7. Ma, Dan-Yang / Han, Lin-Hai / Li, Wei / Zhao, Xiao-Ling (2018): Seismic Performance of Concrete-Encased CFST Piers: Analysis. In: Journal of Bridge Engineering (ASCE), v. 23, n. 1 (January 2018).

    https://doi.org/10.1061/(asce)be.1943-5592.0001157

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