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Junling Chen ORCID

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

  1. Ren, Xiaodan / Li, Jinwei / Chen, Junling (2023): Crack propagation, failure and ultimate load capacity of the grout layer in the prestressed anchor bolt foundation of wind turbine tower. In: Engineering Failure Analysis, v. 153 (November 2023).

    https://doi.org/10.1016/j.engfailanal.2023.107561

  2. Chen, Junling / Li, Jinwei / He, Xinheng (2020): Design optimization of steel-concrete hybrid wind turbine tower based on improved genetic algorithm. In: The Structural Design of Tall and Special Buildings, v. 29, n. 10 (Juli 2020).

    https://doi.org/10.1002/tal.1741

  3. Chen, Junling / Wang, Yanchen / Zhao, Yong / Feng, Youquan (2019): Experimental research on design parameters of basin tuned and particle damper for wind turbine tower on shaker. In: Structural Control and Health Monitoring, v. 26, n. 11 (September 2019).

    https://doi.org/10.1002/stc.2440

  4. Bai, Xue / He, Minjuan / Ma, Renle / Huang, Dongping / Chen, Junling (2017): Modelling fatigue degradation of the compressive zone of concrete in onshore wind turbine foundations. In: Construction and Building Materials, v. 132 (Februar 2017).

    https://doi.org/10.1016/j.conbuildmat.2016.12.026

  5. Chen, Junling / Li, Jinwei / Li, Zhexu (2017): Experiment research on rate-dependent constitutive model of Q420 steel. In: Construction and Building Materials, v. 153 (Oktober 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.07.064

  6. Chen, Junling / Feng, Youquan / Shu, Wenya (2015): An improved solution for beam on elastic foundation using quintic displacement functions. In: KSCE Journal of Civil Engineering, v. 20, n. 2 (April 2015).

    https://doi.org/10.1007/s12205-015-0424-y

  7. Chen, Junling / Shu, Wenya / Huang, Huang (2017): Rate-Dependent Progressive Collapse Resistance of Beam-to-Column Connections with Different Seismic Details. In: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 2 (April 2017).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000922

  8. Chen, Junling / Peng, Wenbing / Ma, Renle / He, Minjuan (2012): Strengthening of Horizontal Bracing on Progressive Collapse Resistance of Multistory Steel Moment Frame. In: Journal of Performance of Constructed Facilities (ASCE), v. 26, n. 5 (Oktober 2012).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000261

  9. Chen, Junling / Huang, Xin / Ma, Renle / He, Minjuan (2012): Experimental Study on the Progressive Collapse Resistance of a Two-Story Steel Moment Frame. In: Journal of Performance of Constructed Facilities (ASCE), v. 26, n. 5 (Oktober 2012).

    https://doi.org/10.1061/(asce)cf.1943-5509.0000287

  10. Chen, Junling / Yang, Rongchang / Zhao, Yong (2017): The Application of vector form intrinsic finite element on integrated simulation of wind turbine. In: The Structural Design of Tall and Special Buildings, v. 26, n. 6 (25 April 2017).

    https://doi.org/10.1002/tal.1347

  11. Chen, Junling / Shu, Wenya / Li, Jinwei (2017): Constitutive model of Q345 steel at different intermediate strain rates. In: International Journal of Steel Structures, v. 17, n. 1 ( 2017).

    https://doi.org/10.1007/s13296-016-0122-8

  12. Chen, Junling / Yang, Rongchang / Ma, Renle (2015): The Wind field simulation of large horizontal-axis wind turbine system under different operating conditions. In: The Structural Design of Tall and Special Buildings, v. 24, n. 17 (10 Dezember 2015).

    https://doi.org/10.1002/tal.1221

  13. Chen, Junling / Yang, Rongchang / Ma, Renle / Li, Jinwei (2016): The Design optimization of wind turbine tower with lattice-tubular hybrid structure using particle swarm algorithm. In: The Structural Design of Tall and Special Buildings, v. 25, n. 15 (25 Oktober 2016).

    https://doi.org/10.1002/tal.1281

  14. Chen, Junling / Zhan, Guanyuan / Zhao, Yong (2016): The Application of spherical tuned liquid damper in vibration control of wind turbine due to earthquake excitations. In: The Structural Design of Tall and Special Buildings, v. 25, n. 10 (Juli 2016).

    https://doi.org/10.1002/tal.1266

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