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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. Zhao, Zidong / Liu, Yilin / Li, Yi / Guan, Hong / Yang, Zhi / Ren, Peiqi / Xiao, Yuzhe (2022): Experimental and numerical investigation of dynamic progressive collapse of reinforced concrete beam-column assemblies under a middle-column removal scenario. In: Structures, v. 38 (April 2022).

    https://doi.org/10.1016/j.istruc.2022.02.050

  2. Ding, Jingzhen / Li, Yang / Xing, Wanli / Ren, Peiqi / Kong, Qingzhao / Yuan, Cheng (2021): Mechanical properties and engineering application of single-span steel-concrete double-sided composite beams. In: Journal of Building Engineering, v. 40 (August 2021).

    https://doi.org/10.1016/j.jobe.2021.102644

  3. Li, Yang / Xing, Wanli / Kong, Qingzhao / Ren, Peiqi / Ding, Jingzhen / Li, Yantao (2021): Experimental and theoretical study on mechanical properties of steel–concrete double-sided composite cantilever beams. In: Structures, v. 30 (April 2021).

    https://doi.org/10.1016/j.istruc.2020.12.074

  4. Lu, Xinzheng / Lin, Kaiqi / Li, Yi / Guan, Hong / Ren, Peiqi / Zhou, Yulong (2017): Experimental investigation of RC beam-slab substructures against progressive collapse subject to an edge-column-removal scenario. In: Engineering Structures, v. 149 (October 2017).

    https://doi.org/10.1016/j.engstruct.2016.07.039

  5. Ren, Peiqi / Li, Yi / Lu, Xinzheng / Guan, Hong / Zhou, Yulong (2016): Experimental investigation of progressive collapse resistance of one-way reinforced concrete beam–slab substructures under a middle-column-removal scenario. In: Engineering Structures, v. 118 (July 2016).

    https://doi.org/10.1016/j.engstruct.2016.03.051

  6. Ren, Peiqi / Li, Yi / Guan, Hong / Lu, Xinzheng (2015): Progressive Collapse Resistance of Two Typical High-Rise RC Frame Shear Wall Structures. In: Journal of Performance of Constructed Facilities (ASCE), v. 29, n. 3 (June 2015).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000593

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