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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. Feng, Ruo-Qiang / Zhu, Baochen / Xu, PengHui / Qiu, Yun (2019): Seismic performance of cold-formed steel framed shear walls with steel sheathing and gypsum board. In: Thin-Walled Structures, v. 143 (October 2019).

    https://doi.org/10.1016/j.tws.2019.106238

  2. Yang, Dabin / Sun, Yi / Zhou, Guangen / Zhu, Baochen / Yang, Hong / Wang, Hao (2024): Mechanical performance of a kind of bolted joint for single-layer latticed shells under pure bending. In: Structures, v. 62 (April 2024).

    https://doi.org/10.1016/j.istruc.2024.106225

  3. Yang, Dabin / Fan, Kai / Zhou, Guangen / Wang, Hao / Yang, Hong / Zhang, Meng / Zhu, Baochen (2023): Study on the mechanical performances of single-layer latticed domes with SLO joints based on beam elements FE model. In: Journal of Building Engineering, v. 76 (October 2023).

    https://doi.org/10.1016/j.jobe.2023.107284

  4. Zhu, Baochen / Feng, Ruo-Qiang / Wang, Xi (2018): 3D Discrete Solid-Element Method for Elastoplastic Problems of Continuity. In: Journal of Engineering Mechanics (ASCE), v. 144, n. 7 (July 2018).

    https://doi.org/10.1061/(asce)em.1943-7889.0001459

  5. Feng, Ruo-Qiang / Zhu, Baochen / Hu, Chunchang / Wang, Xi (2019): Simulation of Nonlinear Behavior of Beam Structures Based on Discrete Element Method. In: International Journal of Steel Structures, v. 19, n. 5 ( 2019).

    https://doi.org/10.1007/s13296-019-00228-0

  6. Feng, Ruo-Qiang / Zhu, Baochen / Wang, Xin (2015): A mode contribution ratio method for seismic analysis of large-span spatial structures. In: International Journal of Steel Structures, v. 15, n. 4 ( 2015).

    https://doi.org/10.1007/s13296-015-1206-6

  7. Feng, Ruo-Qiang / Ye, Jihong / Zhu, Baochen (2015): Behavior of Bolted Joints of Cable-Braced Grid Shells. In: Journal of Structural Engineering (ASCE), v. 141, n. 12 (December 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001320

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