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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. Liu, Qizhou / Li, Jinzhou / Li, Mingfa / Wu, Xuankun / Li, Yinchu / Zhang, Lu (2023): Bond performance prediction model of defective grout in post-fire sleeve connections under cyclic loading. In: Construction and Building Materials, v. 400 (October 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.132442

  2. Zhang, Lu / Jiang, Zishi / Jia, Shangda / Xie, Liling / Liu, Qizhou / Li, Hongyu (2023): Frequency-dependent Reliability of Ultrasonic Testing Based on Numerical Model with Consideration of Coarse Aggregates in Concrete. In: Case Studies in Construction Materials, v. 19 (December 2023).

    https://doi.org/10.1016/j.cscm.2023.e02462

  3. Liu, Qizhou / Lin, Yuhan / Li, Jinzhou / Yang, Chengjian / Chen, Jingyi / Zhang, Min / Liu, Bing (2022): Bond strength prediction model of defective grout materials in half-grouted sleeve connections under uniaxial and cyclic loadings. In: Construction and Building Materials, v. 352 (October 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.128981

  4. Liu, Qizhou / Wang, Yueyu / Zhang, Lu / Qian, Kai / Li, Hongyu / Lin, Yuhan (2022): Mechanisms and Prediction Model of Load-carrying Capacity in Staggered Perforated RC Flanged Shear Walls. In: Advances in Structural Engineering, v. 25, n. 13 (June 2022).

    https://doi.org/10.1177/13694332221107571

  5. Liu, Bing / Ye, Junpeng / Liu, Xiaoyan / Lin, Weixin / Deng, Zhiheng / Liu, Qizhou (2022): Shear strength and failure criterion of carbon fiber reinforced coral concrete under combined compression-shear stresses. In: Construction and Building Materials, v. 325 (March 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.126728

  6. Liu, Qizhou / Jiang, Huanjun (2017): Experimental study on a new type of earthquake resilient shear wall. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 14 (November 2017).

    https://doi.org/10.1002/eqe.2914

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