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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. Wang, Jer-Fu / Huang, Ming-Chih / Lin, Chi-Chang / Lin, Tzu-Kang (2013): Damage identification of isolators in base-isolated torsionally coupled buildings. In: Smart Structures and Systems, v. 11, n. 4 (April 2013).

    https://doi.org/10.12989/sss.2013.11.4.387

  2. Wang, Jer-Fu / Lin, Chi-Chang (2015): Extracting parameters of TMD and primary structure from the combined system responses. In: Smart Structures and Systems, v. 16, n. 5 (November 2015).

    https://doi.org/10.12989/sss.2015.16.5.937

  3. Wang, Jer-Fu / Lin, Chi-Chang (2005): Seismic performance of multiple tuned mass dampers for soil–irregular building interaction systems. In: International Journal of Solids and Structures, v. 42, n. 20 (Oktober 2005).

    https://doi.org/10.1016/j.ijsolstr.2005.02.042

  4. Lin, Ging-Long / Wang, Jer-Fu / Lin, Chi-Chang / Lin, Jim (2019): A novel rapid screening method for health monitoring of building structures from earthquake records. In: Advances in Structural Engineering, v. 22, n. 16 (6 November 2019).

    https://doi.org/10.1177/1369433219869720

  5. Lin, Chi-Chang / Lin, Ging-Long / Wang, Jer-Fu (2010): Protection of seismic structures using semi-active friction TMD. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 6 (Mai 2010).

    https://doi.org/10.1002/eqe.961

  6. Lin, Chi-Chang / Chang, Chang-Ching / Wang, Jer-Fu (2010): Active control of irregular buildings considering soil–structure interaction effects. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 3 (März 2010).

    https://doi.org/10.1016/j.soildyn.2009.09.005

  7. Chang, Min-Li / Lin, Chi-Chang / Ueng, Jin-Min / Hsieh, Kai-Hsiang / Wang, Jer-Fu (2010): Experimental study on adjustable tuned mass damper to reduce floor vibration due to machinery. In: Structural Control and Health Monitoring, v. 17, n. 5 (August 2010).

    https://doi.org/10.1002/stc.330

  8. Lin, Chi-Chang / Chen, Chi-Lun / Wang, Jer-Fu (2010): Vibration Control of Structures with Initially Accelerated Passive Tuned Mass Dampers under Near-Fault Earthquake Excitation. Vibration control of structures with initially accelerated PTMDs. In: Computer-Aided Civil and Infrastructure Engineering, v. 25, n. 1 (Januar 2010).

    https://doi.org/10.1111/j.1467-8667.2009.00607.x

  9. Wu, Wen-Hwa / Wang, Jer-Fu / Lin, Chi-Chang (2001): Systematic assessment of irregular building-soil interaction using efficient modal analysis. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 4 (April 2001).

    https://doi.org/10.1002/eqe.25

  10. Lin, Chi-Chang / Wang, Jer-Fu / Lien, Chien-Hsun / Chiang, Hung-Wei / Lin, Chih-Shiuan (2010): Optimum design and experimental study of multiple tuned mass dampers with limited stroke. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 14 (November 2010).

    https://doi.org/10.1002/eqe.1008

  11. Wang, Jer-Fu / Lin, Chi-Chang / Yen, Shih-Min (2007): A story damage index of seismically-excited buildings based on modal frequency and mode shape. In: Engineering Structures, v. 29, n. 9 (September 2007).

    https://doi.org/10.1016/j.engstruct.2006.10.018

  12. Lin, Chi-Chang / Wang, Chieh-Erh / Wu, Huang-Wen / Wang, Jer-Fu (2005): On-line building damage assessment based on earthquake records. In: Smart Materials and Structures, v. 14, n. 3 (Juni 2005).

    https://doi.org/10.1088/0964-1726/14/3/017

  13. Wang, Jer-Fu / Lin, Chi-Chang / Lian, Chien-Hsun (2009): Two-stage optimum design of tuned mass dampers with consideration of stroke. In: Structural Control and Health Monitoring, v. 16, n. 1 (Februar 2009).

    https://doi.org/10.1002/stc.312

  14. Ueng, Jin-Min / Lin, Chi-Chang / Wang, Jer-Fu (2008): Practical design issues of tuned mass dampers for torsionally coupled buildings under earthquake loadings. In: The Structural Design of Tall and Special Buildings, v. 17, n. 1 (März 2008).

    https://doi.org/10.1002/tal.336

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