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Luis E. Suarez

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. Suarez, Luis E. / Montejo, Luis A. (2005): Generation of artificial earthquakes via the wavelet transform. In: International Journal of Solids and Structures, v. 42, n. 21-22 (October 2005).

    https://doi.org/10.1016/j.ijsolstr.2005.03.025

  2. Suarez, Luis E. / Gaviria, Carlos A. (2015): Dynamic properties of a building with viscous dampers in non-proportional arrangement. In: Structural Engineering and Mechanics, v. 55, n. 6 (September 2015).

    https://doi.org/10.12989/sem.2015.55.6.1241

  3. Cocco, Leonardo / Suarez, Luis E. / Matheu, Enrique E. (2010): Development of a nonlinear seismic response capacity spectrum method for intake towers of dams. In: Structural Engineering and Mechanics, v. 36, n. 3 (October 2010).

    https://doi.org/10.12989/sem.2010.36.3.321

  4. Suarez, Luis E. / Montejo, Luis A. (2007): Applications of the wavelet transform in the generation and analysis of spectrum-compatible records. In: Structural Engineering and Mechanics, v. 27, n. 2 (September 2007).

    https://doi.org/10.12989/sem.2007.27.2.173

  5. Suarez, Luis E. / Singh, Mahendra P. (1989): Floor Spectra with Equipment‐Structure‐Equipment Interaction Effects. In: Journal of Engineering Mechanics (ASCE), v. 115, n. 2 (February 1989).

    https://doi.org/10.1061/(asce)0733-9399(1989)115:2(247)

  6. Suarez, Luis E. / Singh, Mahendra P. (1987): Seismic Response of SDF Equipment‐Structure, System. In: Journal of Engineering Mechanics (ASCE), v. 113, n. 1 (January 1987).

    https://doi.org/10.1061/(asce)0733-9399(1987)113:1(16)

  7. Montejo, Luis A. / Suarez, Luis E. (2006): Wavelet-Based Identification of Site Frequencies from Earthquake Records. In: Journal of Earthquake Engineering, v. 10, n. 4 ( 2006).

    https://doi.org/10.1080/13632460609350610

  8. Kohan, Paul / Wendichansky, Daniel / Suarez, Luis E. (2011): Experimental Study of New Seismic Protective Devices for Low-Rise Steel Buildings. In: Journal of Earthquake Engineering, v. 16, n. 1 ( 2011).

    https://doi.org/10.1080/13632469.2011.576800

  9. Virella, Juan C. / Suarez, Luis E. / Godoy, Luis A. (2008): A Static Nonlinear Procedure for the Evaluation of the Elastic Buckling of Anchored Steel Tanks Due to Earthquakes. In: Journal of Earthquake Engineering, v. 12, n. 6 ( 2008).

    https://doi.org/10.1080/13632460701672714

  10. Singh, Mahendra P. / Suarez, Luis E. (2002): Seismic response of rail-counterweight systems in elevators. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 2 (February 2002).

    https://doi.org/10.1002/eqe.109

  11. Suarez, Luis E. / Singh, M. P. (1987): Floor response spectra with structure–equipment interaction effects by a mode synthesis approach. In: Earthquake Engineering and Structural Dynamics, v. 15, n. 2 (February 1987).

    https://doi.org/10.1002/eqe.4290150202

  12. Singh, Mahendra P. / Suarez, Luis E. (1987): Seismic response analysis of structure–equipment systems with non-classical damping effects. In: Earthquake Engineering and Structural Dynamics, v. 15, n. 7 (October 1987).

    https://doi.org/10.1002/eqe.4290150708

  13. Cundumi, Orlando / Suarez, Luis E. (2008): Numerical Investigation of a Variable Damping Semiactive Device for the Mitigation of the Seismic Response of Adjacent Structures. In: Computer-Aided Civil and Infrastructure Engineering, v. 23, n. 4 (May 2008).

    https://doi.org/10.1111/j.1467-8667.2007.00537.x

  14. Singh, Mahendra P. / Suarez, Luis E. (2004): Non-linear seismic response of the rail-counterweight system in elevators in buildings. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 2 (February 2004).

    https://doi.org/10.1002/eqe.347

  15. Virella, Juan C. / Godoy, Luis A. / Suarez, Luis E. (2006): Fundamental modes of tank-liquid systems under horizontal motions. In: Engineering Structures, v. 28, n. 10 (August 2006).

    https://doi.org/10.1016/j.engstruct.2005.12.016

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