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Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Zhang, Weijing / Wallace, John W. / Jiang, Xiaopeng / Qian, Jiaru (2023): Seismic behaviour of assembled monolithic concrete coupling beams through tests of two-story coupled shear walls. In: Journal of Building Engineering, v. 76 (Oktober 2023).

    https://doi.org/10.1016/j.jobe.2023.107331

  2. Zhang, Weijing / Yang, Leigang / Guo, Xiaotian / Li, Aiying / Qian, Jiaru / Zhang, Yingbao (2023): Experimental and numerical study on seismic performance of precast concrete hollow shear walls. In: Engineering Structures, v. 291 (September 2023).

    https://doi.org/10.1016/j.engstruct.2023.116170

  3. Han, Wenlong / Zhao, Zuozhou / Qian, Jiaru / Zhang, Yingbao / Ma, Tao (2019): Experimental seismic behavior of squat shear walls with precast concrete hollow moulds. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 4 (Oktober 2019).

    https://doi.org/10.1007/s11803-019-0540-7

  4. Ji, Xiaodong / Zhang, Mingliang / Kang, Hongzhen / Qian, Jiaru / Hu, Hongsong (2014): Effect of cumulative seismic damage to steel tube-reinforced concrete composite columns. In: Earthquakes and Structures, v. 7, n. 2 (August 2014).

    https://doi.org/10.12989/eas.2014.7.2.179

  5. Qian, Jiaru / Li, Ningbo / Ji, Xiaodong / Zhao, Zuozhou (2014): Experimental study on the seismic behavior of high strength concrete filled double-tube columns. In: Earthquake Engineering and Engineering Vibration, v. 13, n. 1 (März 2014).

    https://doi.org/10.1007/s11803-014-0211-7

  6. Ji, Xiaodong / Liu, Dan / Qian, Jiaru (2017): Improved design of special boundary elements for T-shaped reinforced concrete walls. In: Earthquake Engineering and Engineering Vibration, v. 16, n. 1 (Januar 2017).

    https://doi.org/10.1007/s11803-017-0370-4

  7. Chen, Qin / Qian, Jiaru (2002): Static inelastic analysis of RC shear walls. In: Earthquake Engineering and Engineering Vibration, v. 1, n. 1 (Juni 2002).

    https://doi.org/10.1007/s11803-002-0012-2

  8. Qian, Jiaru / Yu, Haiqun / Yan, Feng / Dong, Hai / Li, Jianhua / Liu, Yueming (2005): Experimental study on full-scale steel beam-to-column moment connections. In: Earthquake Engineering and Engineering Vibration, v. 4, n. 2 (Dezember 2005).

    https://doi.org/10.1007/s11803-005-0015-x

  9. Ji, Xiaodong / Jiang, Feiming / Qian, Jiaru (2013): Seismic behavior of steel tube–double steel plate–concrete composite walls: Experimental tests. In: Journal of Constructional Steel Research, v. 86 (Juli 2013).

    https://doi.org/10.1016/j.jcsr.2013.03.011

  10. Ji, Xiaodong / Wang, Yandong / Ma, Qifeng / Qian, Jiaru (2015): Cyclic Behavior of Replaceable Steel Coupling Beams. Vorgetragen bei: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015.

    https://doi.org/10.2749/222137815815775934

  11. Ji, Xiaodong / Sun, Ya / Qian, Jiaru / Lu, Xinzheng (2015): Seismic behavior and modeling of steel reinforced concrete (SRC) walls. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 6 (Mai 2015).

    https://doi.org/10.1002/eqe.2494

  12. Duan, An / Jin, Weiliang / Qian, Jiaru (2011): Effect of freeze–thaw cycles on the stress–strain curves of unconfined and confined concrete. In: Materials and Structures, v. 44, n. 7 (August 2011).

    https://doi.org/10.1617/s11527-010-9702-9

  13. Ji, Xiaodong / Kang, Hongzhen / Chen, Xingchen / Qian, Jiaru (2014): Seismic behavior and strength capacity of steel tube-reinforced concrete composite columns. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 4 (März 2014).

    https://doi.org/10.1002/eqe.2354

  14. Tian, Zhichang / Qian, Jiaru / Zhang, Liming (2008): Slide roof system for dynamic response reduction. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 4 (10 April 2008).

    https://doi.org/10.1002/eqe.780

  15. Qian, Jiaru / Jiang, Zao / Ji, Xiaodong (2012): Behavior of steel tube-reinforced concrete composite walls subjected to high axial force and cyclic loading. In: Engineering Structures, v. 36 (März 2012).

    https://doi.org/10.1016/j.engstruct.2011.10.026

  16. Qian, Jiaru / Ji, Xiaodong / Xu, Youlin (2007): Two-stage damage diagnosis approach for steel braced space frame structures. In: Engineering Structures, v. 29, n. 12 (Dezember 2007).

    https://doi.org/10.1016/j.engstruct.2007.09.011

  17. Qiu, Fawei / Li, Wenfeng / Pan, Peng / Qian, Jiaru (2002): Experimental tests on reinforced concrete columns under biaxial quasi-static loading. In: Engineering Structures, v. 24, n. 4 (April 2002).

    https://doi.org/10.1016/s0141-0296(01)00108-0

  18. Ji, Xiaodong / Leong, Tongseng / Qian, Jiaru / Qi, Wuhui / Yang, Weibiao (2016): Cyclic shear behavior of composite walls with encased steel braces. In: Engineering Structures, v. 127 (November 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.041

  19. Han, Wenlong / Zhao, Zuozhou / Qian, Jiaru / Cui, Yao / Liu, Shiwei (2018): Seismic behavior of precast columns with large-spacing and high-strength longitudinal rebars spliced by epoxy mortar-filled threaded couplers. In: Engineering Structures, v. 176 (Dezember 2018).

    https://doi.org/10.1016/j.engstruct.2018.09.007

  20. Liu, Mingxue / Qian, Jiaru (2009): Moment-curvature relationship of FRP-concrete-steel double-skin tubular members. In: Frontiers of Architecture and Civil Engineering in China, v. 3, n. 1 (Januar 2009).

    https://doi.org/10.1007/s11709-009-0012-7

  21. Ji, Xiaodong / Qian, Jiaru / Xu, Longhe (2007): Experimental study of modal parameter identification in a simulated ambient-excited structure. In: Frontiers of Architecture and Civil Engineering in China, v. 1, n. 3 (Juli 2007).

    https://doi.org/10.1007/s11709-007-0036-9

  22. Wu, Meiliang / Qian, Jiaru / Fang, Xiaodan / Yan, Weiming (2007): Experimental and analytical studies on tall buildings with a high-level transfer story. In: The Structural Design of Tall and Special Buildings, v. 16, n. 3 (September 2007).

    https://doi.org/10.1002/tal.317

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