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Publicité

Eduardo Miranda ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Messina, Armando / Miranda, Eduardo (2024): A novel friction model for steel‐polymer interfaces in sliding seismic isolation bearings. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 8 (avril 2024).

    https://doi.org/10.1002/eqe.4128

  2. Alimoradi, Arzhang / Naeim, Farzad / Miranda, Eduardo (2006): Evolutionary System Identification of Coupled Shear-Flexural Response for Seismic Damage Detection. Présenté pendant: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)167

  3. Messina, Armando / Miranda, Eduardo (2022): Frictional Behavior of Low-Cost Steel-Polymer Interfaces for Seismic Isolation. Dans: Journal of Structural Engineering (ASCE), v. 148, n. 1 (janvier 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003218

  4. Lin, Yu-Yuan / Miranda, Eduardo (2004): Non-iterative Capacity Spectrum Method Based On Equivalent Linearization For Estimating Inelastic Deformation Demands Of Buildings. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 773 (octobre 2004).

    https://doi.org/10.2208/jscej.2004.773_1

  5. Heresi, Pablo / Miranda, Eduardo (2021): Fragility Curves and Methodology for Estimating Postearthquake Occupancy of Wood-Frame Single-Family Houses on a Regional Scale. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 5 (mai 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002989

  6. Cruz, Cristian / Miranda, Eduardo (2021): Insights into damping ratios in buildings. Dans: Earthquake Engineering and Structural Dynamics, v. 50, n. 3 (mars 2021).

    https://doi.org/10.1002/eqe.3356

  7. Heresi, Pablo / Miranda, Eduardo (2021): Intensity Measures for Regional Seismic Risk Assessment of Low-Rise Wood-Frame Residential Construction. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 1 (janvier 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002859

  8. Dávalos, Héctor / Heresi, Pablo / Miranda, Eduardo (2020): A ground motion prediction equation for filtered incremental velocity, FIV3. Dans: Soil Dynamics and Earthquake Engineering, v. 139 (décembre 2020).

    https://doi.org/10.1016/j.soildyn.2020.106346

  9. Miranda, Eduardo / Bertero, Vitelmo V. (1994): Evaluation of Strength Reduction Factors for Earthquake-Resistant Design. Dans: Earthquake Spectra, v. 10, n. 2 (mai 1994).

    https://doi.org/10.1193/1.1585778

  10. Dávalos, Héctor / Miranda, Eduardo (2019): Filtered incremental velocity: A novel approach in intensity measures for seismic collapse estimation. Dans: Earthquake Engineering and Structural Dynamics, v. 48, n. 12 (10 octobre 2019).

    https://doi.org/10.1002/eqe.3205

  11. Cruz, Cristian / Miranda, Eduardo (2017): Evaluation of soil-structure interaction effects on the damping ratios of buildings subjected to earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 100 (septembre 2017).

    https://doi.org/10.1016/j.soildyn.2017.05.034

  12. Dávalos, Héctor / Miranda, Eduardo (2018): A Ground Motion Prediction Model for Average Spectral Acceleration. Dans: Journal of Earthquake Engineering, v. 25, n. 2 (août 2018).

    https://doi.org/10.1080/13632469.2018.1518278

  13. Aslani, Hesameddin / Miranda, Eduardo (2005): Fragility Assessment of Slab-Column Connections in Existing Non-Ductile Reinforced Concrete Buildings. Dans: Journal of Earthquake Engineering, v. 9, n. 6 ( 2005).

    https://doi.org/10.1080/13632460509350566

  14. Chiozzi, Andrea / Miranda, Eduardo (2017): Fragility functions for masonry infill walls with in-plane loading. Dans: Earthquake Engineering and Structural Dynamics, v. 46, n. 15 (décembre 2017).

    https://doi.org/10.1002/eqe.2934

  15. Kang, Shih-Chung / Miranda, Eduardo (2009): Numerical Methods to Simulate and Visualize Detailed Crane Activities. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 24, n. 3 (avril 2009).

    https://doi.org/10.1111/j.1467-8667.2008.00579.x

  16. Ruiz-García, Jorge / Miranda, Eduardo (2003): Inelastic displacement ratios for evaluation of existing structures. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 8 (10 juillet 2003).

    https://doi.org/10.1002/eqe.271

  17. Kunnath, Sashi K. / Larson, Leah / Miranda, Eduardo (2006): Modelling considerations in probabilistic performance-based seismic evaluation: case study of the I-880 viaduct. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 1 (janvier 2006).

    https://doi.org/10.1002/eqe.531

  18. Ruiz-García, Jorge / Miranda, Eduardo (2006): Evaluation of residual drift demands in regular multi-storey frames for performance-based seismic assessment. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 13 (25 octobre 2006).

    https://doi.org/10.1002/eqe.593

  19. Miranda, Eduardo / Ruiz-García, Jorge (2002): Influence of stiffness degradation on strength demands of structures built on soft soil sites. Dans: Engineering Structures, v. 24, n. 10 (octobre 2002).

    https://doi.org/10.1016/s0141-0296(02)00052-4

  20. Cruz, Cristian / Miranda, Eduardo (2017): Evaluation of the Rayleigh damping model for buildings. Dans: Engineering Structures, v. 138 (mai 2017).

    https://doi.org/10.1016/j.engstruct.2017.02.001

  21. Miranda, Eduardo (2000): Inelastic Displacement Ratios for Structures on Firm Sites. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 10 (octobre 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:10(1150)

  22. Lin, Yu-Yuan / Miranda, Eduardo (2007): Kinematic soil-structure interaction effects on maximum inelastic displacement demands of SDOF systems. Dans: Bulletin of Earthquake Engineering, v. 6, n. 2 (septembre 2007).

    https://doi.org/10.1007/s10518-007-9049-y

  23. Miranda, Eduardo (1993): Evaluation of Site‐Dependent Inelastic Seismic Design Spectra. Dans: Journal of Structural Engineering (ASCE), v. 119, n. 5 (mai 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:5(1319)

  24. Ruiz-García, Jorge / Miranda, Eduardo (2004): Inelastic Displacement Ratios for Design of Structures on Soft Soils Sites. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 12 (décembre 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:12(2051)

  25. Lin, Yu-Yuan / Miranda, Eduardo (2008): Noniterative Equivalent Linear Method for Evaluation of Existing Structures. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 11 (novembre 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:11(1685)

  26. Lignos, Dimitrios G. / Kolios, Dimitrios / Miranda, Eduardo (2010): Fragility Assessment of Reduced Beam Section Moment Connections. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 9 (septembre 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000214

  27. Ruiz-García, Jorge / Miranda, Eduardo (2006): Inelastic displacement ratios for evaluation of structures built on soft soil sites. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 6 (mai 2006).

    https://doi.org/10.1002/eqe.552

  28. Ramirez, Carlos M. / Lignos, Dimitrios G. / Miranda, Eduardo / Kolios, Dimitrios (2012): Fragility functions for pre-Northridge welded steel moment-resisting beam-to-column connections. Dans: Engineering Structures, v. 45 (décembre 2012).

    https://doi.org/10.1016/j.engstruct.2012.07.007

  29. Ruiz-García, Jorge / Miranda, Eduardo (2018): Evaluation of seismic displacement demands from the September 19, 2017 Puebla-Morelos (Mw = 7.1) earthquake in Mexico City. Dans: Earthquake Engineering and Structural Dynamics, v. 47, n. 13 (25 octobre 2018).

    https://doi.org/10.1002/eqe.3107

  30. Alimoradi, Arzhang / Miranda, Eduardo / Taghavi, Shahram / Naeim, Farzad (2006): Evolutionary modal identification utilizing coupled shear–flexural response—implication for multistory buildings. Part I : Theory. Dans: The Structural Design of Tall and Special Buildings, v. 15, n. 1 ( 2006).

    https://doi.org/10.1002/tal.343

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