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Michael H. Scott 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. Rodriguez, Andres F. / Mackie, Kevin R. / Scott, Michael H. (2023): Nonlinear Response Sensitivity Analysis of Typical Highway Bridges. In: Journal of Bridge Engineering (ASCE), v. 28, n. 7 (July 2023).

    https://doi.org/10.1061/jbenf2.beeng-6109

  2. Zhu, Minjie / Scott, Michael H. (2016): Direct Differentiation of the Particle Finite-Element Method for Fluid–Structure Interaction. In: Journal of Structural Engineering (ASCE), v. 142, n. 3 (March 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001426

  3. Scott, Michael H. / Denavit, Mark D. (2023): Generalized Computation of Buckling Loads via Curvature-Based Displacement Interpolation. In: Journal of Structural Engineering (ASCE), v. 149, n. 2 (February 2023).

    https://doi.org/10.1061/jsendh.steng-11581

  4. Zhu, Minjie / Scott, Michael H. (2022): A PFEM Background Mesh for Simulating Fluid and Frame Structure Interaction. In: Journal of Structural Engineering (ASCE), v. 148, n. 6 (June 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003334

  5. Rodriguez, Andres F. / Mackie, Kevin R. / Scott, Michael H. (2022): Consistent Software-Specific Nonlinear Dynamic Response of Highway Bridges. In: Practice Periodical on Structural Design and Construction, v. 27, n. 2 (May 2022).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000682

  6. Denavit, Mark D. / Scott, Michael H. (2021): Strength and Reliability of Structural Steel Roofs Subjected to Ponding Loads. In: Journal of Structural Engineering (ASCE), v. 147, n. 2 (February 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002882

  7. Barkhordari, Mohammad Sadegh / Tehranizadeh, Mohsen / Scott, Michael H. (2021): Numerical modeling strategy for predicting the response of RC walls using Timoshenko theory. In: Magazine of Concrete Research, v. 73, n. 19 (October 2021).

    https://doi.org/10.1680/jmacr.19.00542

  8. Al-Aukaily, Alabbas / Scott, Michael H. (2019): Response sensitivity for geometrically nonlinear displacement-based beam-column elements. In: Computers & Structures, v. 220 (August 2019).

    https://doi.org/10.1016/j.compstruc.2019.05.003

  9. Mackie, Kevin R. / Scott, Michael H. (2019): Implementation of Nonlinear Elements for Seismic Response Analysis of Bridges. In: Practice Periodical on Structural Design and Construction, v. 24, n. 3 (August 2019).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000420

  10. Carey, Trevor J. / Mason, H. Benjamin / Barbosa, Andre R. / Scott, Michael H. (2019): Multihazard Earthquake and Tsunami Effects on Soil–Foundation–Bridge Systems. In: Journal of Bridge Engineering (ASCE), v. 24, n. 4 (April 2019).

    https://doi.org/10.1061/(asce)be.1943-5592.0001353

  11. Zhu, Minjie / Scott, Michael H. (2014): Modeling fluid–structure interaction by the particle finite element method in OpenSees. In: Computers & Structures, v. 132 (February 2014).

    https://doi.org/10.1016/j.compstruc.2013.11.002

  12. Haukaas, Terje / Scott, Michael H. (2006): Shape sensitivities in the reliability analysis of nonlinear frame structures. In: Computers & Structures, v. 84, n. 15-16 (June 2006).

    https://doi.org/10.1016/j.compstruc.2006.02.014

  13. McKenna, Frank / Scott, Michael H. / Fenves, Gregory L. (2010): Nonlinear Finite-Element Analysis Software Architecture Using Object Composition. In: Journal of Computing in Civil Engineering, v. 24, n. 1 (January 2010).

    https://doi.org/10.1061/(asce)cp.1943-5487.0000002

  14. Esch, Gregory / Scott, Michael H. / Zhang, Eugene (2009): Graphical 3D Visualization of Highway Bridge Ratings. In: Journal of Computing in Civil Engineering, v. 23, n. 6 (November 2009).

    https://doi.org/10.1061/(asce)0887-3801(2009)23:6(355)

  15. Scott, Michael H. / Kidarsa, Adrian / Higgins, Christopher (2008): Development of Bridge Rating Applications Using OpenSees and Tcl. In: Journal of Computing in Civil Engineering, v. 22, n. 4 (July 2008).

    https://doi.org/10.1061/(asce)0887-3801(2008)22:4(264)

  16. Scott, Michael H. / Haukaas, Terje (2008): Software Framework for Parameter Updating and Finite-Element Response Sensitivity Analysis. In: Journal of Computing in Civil Engineering, v. 22, n. 5 (September 2008).

    https://doi.org/10.1061/(asce)0887-3801(2008)22:5(281)

  17. Hamutçuoğlu, O. Murat / Scott, Michael H. (2009): Finite element reliability analysis of bridge girders considering moment–shear interaction. In: Structural Safety, v. 31, n. 5 (September 2009).

    https://doi.org/10.1016/j.strusafe.2009.02.003

  18. Scott, Michael H. / Mason, H. Benjamin (2017): Constant-ductility response spectra for sequential earthquake and tsunami loading. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 9 (25 July 2017).

    https://doi.org/10.1002/eqe.2871

  19. Ribeiro, Filipe L. A. / Barbosa, Andre R. / Scott, Michael H. / Neves, Luís C. (2015): Deterioration Modeling of Steel Moment Resisting Frames Using Finite-Length Plastic Hinge Force-Based Beam-Column Elements. In: Journal of Structural Engineering (ASCE), v. 141, n. 2 (February 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001052

  20. Zhu, Minjie / Elkhetali, Ibrahim / Scott, Michael H. (2018): Validation of OpenSees for Tsunami Loading on Bridge Superstructures. In: Journal of Bridge Engineering (ASCE), v. 23, n. 4 (April 2018).

    https://doi.org/10.1061/(asce)be.1943-5592.0001221

  21. Scott, Michael H. (2013): Response Sensitivity of Geometrically Nonlinear Force-Based Frame Elements. In: Journal of Structural Engineering (ASCE), v. 139, n. 11 (November 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000757

  22. Scott, Michael H. (2012): Evaluation of Force-Based Frame Element Response Sensitivity Formulations. In: Journal of Structural Engineering (ASCE), v. 138, n. 1 (January 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000447

  23. Scott, Michael H. / Franchin, Paolo / Fenves, Gregory L. / Filippou, Filip C. (2004): Response Sensitivity for Nonlinear Beam–Column Elements. In: Journal of Structural Engineering (ASCE), v. 130, n. 9 (September 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:9(1281)

  24. Scott, Michael H. / Fenves, Gregory L. (2010): Krylov Subspace Accelerated Newton Algorithm: Application to Dynamic Progressive Collapse Simulation of Frames. In: Journal of Structural Engineering (ASCE), v. 136, n. 5 (May 2010).

    https://doi.org/10.1061/(asce)st.1943-541x.0000143

  25. Scott, Michael H. / Fenves, Gregory L. (2006): Plastic Hinge Integration Methods for Force-Based Beam–Column Elements. In: Journal of Structural Engineering (ASCE), v. 132, n. 2 (February 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:2(244)

  26. Scott, Michael H. / Fenves, Gregory L. / McKenna, Frank / Filippou, Filip C. (2008): Software Patterns for Nonlinear Beam-Column Models. In: Journal of Structural Engineering (ASCE), v. 134, n. 4 (April 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:4(562)

  27. Scott, Michael H. / Filippou, Filip C. (2007): Response Gradients for Nonlinear Beam-Column Elements under Large Displacements. In: Journal of Structural Engineering (ASCE), v. 133, n. 2 (February 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:2(155)

  28. Scott, Michael H. (2007): Analytical Sensitivity of Plastic Rotations in Beam-Column Elements. In: Journal of Structural Engineering (ASCE), v. 133, n. 9 (September 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:9(1341)

  29. Alam, Mohammad S. / Barbosa, Andre R. / Scott, Michael H. / Cox, Daniel T. / van de Lindt, John W. (2018): Development of Physics-Based Tsunami Fragility Functions Considering Structural Member Failures. In: Journal of Structural Engineering (ASCE), v. 144, n. 3 (March 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0001953

  30. Al-Aukaily, Alabbas / Scott, Michael H. (2018): Sensitivity Analysis for Displacement-Controlled Finite-Element Analyses. In: Journal of Structural Engineering (ASCE), v. 144, n. 3 (March 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0001983

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