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Chien-Chou Chen ORCID

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. 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 (February 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 (February 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 (January 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 (December 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 (March 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 (June 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 (February 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 (July 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 (January 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 (June 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 (June 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 (May 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 (July 2018).

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

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