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Chien-Chou 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. Chen, Chien-Chou / Wu, Wen-Hwa / Ko, Yi-Pei / Lai, Gwolong (2023): Extensive Field Validations and Corresponding Numerical Investigations for a Cable Tension Estimation Method Based on Local Vibration Measurements. In: Structural Control and Health Monitoring, v. 2023 (Februar 2023).

    https://doi.org/10.1155/2023/9691363

  2. Wu, Wen-Hwa / Chen, Chien-Chou / Lin, Shang-Li / Lai, Gwolong (2023): A Real-Time Monitoring System for Cable Tension with Vibration Signals Based on an Automated Algorithm to Sieve Out Reliable Modal Frequencies. In: Structural Control and Health Monitoring, v. 2023 (Februar 2023).

    https://doi.org/10.1155/2023/9343343

  3. Chen, Chien-Chou / Wu, Wen-Hwa / Kusbiantoro, Arief / Lai, Gwolong: Necessity investigation of tie-down devices for single-pylon cable-stayed bridges to resist near-fault earthquakes with finite element models updated by vibration measurements. In: Structure and Infrastructure Engineering.

    https://doi.org/10.1080/15732479.2023.2225053

  4. Wu, Wen-Hwa / Chen, Chien-Chou / Kusbiantoro, Arief / Lai, Gwolong (2024): Finite element model of a cable-stayed bridge updated with vibration measurements and its application to investigate the variation of modal frequencies in monitoring. In: Structure and Infrastructure Engineering, v. 20, n. 5 (Januar 2024).

    https://doi.org/10.1080/15732479.2022.2132517

  5. Chen, Chien-Chou / Wu, Wen-Hwa / Liu, Yan-Ting / Lai, Gwolong (2022): A convenient cable tension estimation method simply based on local vibration measurements to fit partial mode shapes. In: Engineering Structures, v. 272 (Dezember 2022).

    https://doi.org/10.1016/j.engstruct.2022.115008

  6. Chen, Chien-Chou / Wu, Wen-Hwa / Shih, Fong / Wang, Shen-Wei (2014): Scour evaluation for foundation of a cable-stayed bridge based on ambient vibration measurements of superstructure. In: NDT & E International, v. 66 (September 2014).

    https://doi.org/10.1016/j.ndteint.2014.04.005

  7. Wu, Wen-Hwa / Wang, Sheng-wei / Chen, Chien-Chou / Lai, Gwolong (2016): Mode identifiability of a cable-stayed bridge under different excitation conditions assessed with an improved algorithm based on stochastic subspace identification. In: Smart Structures and Systems, v. 17, n. 3 (März 2016).

    https://doi.org/10.12989/sss.2016.17.3.363

  8. Chen, Chien-Chou / Wu, Wen-Hwa / Liu, Chun-Yan / Lai, Gwolong (2016): Damage detection of a cable-stayed bridge based on the variation of stay cable forces eliminating environmental temperature effects. In: Smart Structures and Systems, v. 17, n. 6 (Juni 2016).

    https://doi.org/10.12989/sss.2016.17.6.859

  9. Chen, Chien-Chou / Wu, Wen-Hwa / Huang, Chin-Hui / Lai, Gwolong (2013): Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements. In: Smart Structures and Systems, v. 11, n. 4 (April 2013).

    https://doi.org/10.12989/sss.2013.11.4.411

  10. Chen, Chien-Chou / Wu, Wen-Hwa / Liu, Chun-Yan / Lai, Gwolong (2017): Elimination of environmental temperature effect from the variation of stay cable force based on simple temperature measurements. In: Smart Structures and Systems, v. 19, n. 2 (Februar 2017).

    https://doi.org/10.12989/sss.2017.19.2.137

  11. Wu, Wen-Hwa / Chen, Chien-Chou / Jhou, Jhe-Wei / Lai, Gwolong (2018): A Rapidly Convergent Empirical Mode Decomposition Method for Analyzing the Environmental Temperature Effects on Stay Cable Force. In: Computer-Aided Civil and Infrastructure Engineering, v. 33, n. 8 (Juli 2018).

    https://doi.org/10.1111/mice.12355

  12. Wu, Wen-Hwa / Wang, Sheng-wei / Chen, Chien-Chou / Lai, Gwolong (2019): Modal parameter identification for closely spaced modes of civil structures based on an upgraded stochastic subspace methodology. In: Structure and Infrastructure Engineering, v. 15, n. 2 (Januar 2019).

    https://doi.org/10.1080/15732479.2018.1547770

  13. Chen, Chien-Chou / Wu, Wen-Hwa / Yu, Szu-Ting / Lai, Gwolong (2019): Investigation of modal damping ratios for stay cables based on stochastic subspace identification with ambient vibration measurements. In: Advances in Structural Engineering, v. 22, n. 16 (6 November 2019).

    https://doi.org/10.1177/1369433219855900

  14. Wu, Wen-Hwa / Wang, Sheng-wei / Chen, Chien-Chou / Lai, Gwolong (2016): Application of stochastic subspace identification for stay cables with an alternative stabilization diagram and hierarchical sifting process. In: Structural Control and Health Monitoring, v. 23, n. 9 (September 2016).

    https://doi.org/10.1002/stc.1836

  15. Chen, Chien-Chou / Tseng, Hong-Zeng / Wu, Wen-Hwa / Chen, Chi-Hong (2012): Modal Frequency Identification of Stay Cables with Ambient Vibration Measurements Based on Nontarget Image Processing Techniques. In: Advances in Structural Engineering, v. 15, n. 6 (Juni 2012).

    https://doi.org/10.1260/1369-4332.15.6.929

  16. Wu, Wen-Hwa / Chen, Chien-Chou / Liau, Jau-An (2012): A Multiple Random Decrement Method for Modal Parameter Identification of Stay Cables Based on Ambient Vibration Signals. In: Advances in Structural Engineering, v. 15, n. 6 (Juni 2012).

    https://doi.org/10.1260/1369-4332.15.6.969

  17. Chen, Chien-Chou / Wu, Wen-Hwa / Liu, Chun-Yan / Lai, Gwolong (2018): Diagnosis of instant and long-term damages in cable-stayed bridges based on the variation of cable forces. In: Structure and Infrastructure Engineering, v. 14, n. 5 (November 2018).

    https://doi.org/10.1080/15732479.2017.1375962

  18. Wu, Wen-Hwa / Wang, Sheng-wei / Chen, Chien-Chou / Lai, Gwolong (2017): Assessment of environmental and nondestructive earthquake effects on modal parameters of an office building based on long-term vibration measurements. In: Smart Materials and Structures, v. 26, n. 5 (Mai 2017).

    https://doi.org/10.1088/1361-665x/aa6ae6

  19. Chen, Chien-Chou / Wu, Wen-Hwa / Chen, Shin-Yi / Lai, Gwolong (2018): A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions. In: Engineering Structures, v. 166 (Juli 2018).

    https://doi.org/10.1016/j.engstruct.2018.03.070

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