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Publicité

Paul W. Richards 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. Prinz, Gary S. / Richards, Paul W. (2024): Experimental Evaluation and Design Procedure for All-Steel Tube-in-Tube Buckling Restrained Braces. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 1 (janvier 2024).

    https://doi.org/10.1061/jsendh.steng-12566

  2. Hassan, Ahmad S. / Maity, Arka / Kanvinde, Amit M. / Richards, Paul W. (2024): Seismic Response of Block-Out Column-Base Plate Connections under Axial Compression and Flexure. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 1 (janvier 2024).

    https://doi.org/10.1061/jsendh.steng-12349

  3. Richards, Paul W. / Lee, Hooseok (2023): Experimental and analytical performance of replaceable shear fuse connections for heavy beams. Dans: Journal of Constructional Steel Research, v. 208 (septembre 2023).

    https://doi.org/10.1016/j.jcsr.2023.108028

  4. Prinz, Gary S. / Richards, Paul W. (2016): Demands on Reduced Beam Section Connections with Out-of-Plane Skew. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 1 (janvier 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001360

  5. Richards, Paul W. / McCall, Amy J. / Marshall, Justin D. (2023): Functional Recovery of Steel Special Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 3 (mars 2023).

    https://doi.org/10.1061/jsendh.steng-11567

  6. Richards, Paul W. (2021): Cyclic hardening factor for replaceable shear fuse connections. Dans: Journal of Constructional Steel Research, v. 185 (octobre 2021).

    https://doi.org/10.1016/j.jcsr.2021.106838

  7. Richards, Paul W. (2019): A Repairable Connection for Earthquake‐Resisting Moment Frames. Dans: ce/papers, v. 3, n. 3-4 (septembre 2019).

    https://doi.org/10.1002/cepa.1083

  8. Richards, Paul W. / Oh, Shannon S. (2019): Cyclic Behavior of Replaceable Shear Fuse Connections for Steel Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 12 (décembre 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002412

  9. Richards, Paul W. / Williams, Gus / Schultz, Grant G. / Nelson, E. James (2011): Present Sentiment about ASCE Policy Statement 465 among Business Owners, University Professors, and State Licensing Boards. Dans: Journal of Professional Issues in Engineering Education and Practice, v. 137, n. 3 (juillet 2011).

    https://doi.org/10.1061/(asce)ei.1943-5541.0000041

  10. Hanks, Kevin N. / Richards, Paul W. (2019): Experimental Performance of Block-Out Connections at the Base of Steel Moment Frames. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 7 (juillet 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002333

  11. Hoffman, Eric W. / Richards, Paul W. (2014): Efficiently Implementing Genetic Optimization with Nonlinear Response History Analysis of Taller Buildings. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 8 (août 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000943

  12. Prinz, Gary S. / Coy, Brad / Richards, Paul W. (2014): Experimental and Numerical Investigation of Ductile Top-Flange Beam Splices for Improved Buckling-Restrained Braced Frame Behavior. Dans: Journal of Structural Engineering (ASCE), v. 140, n. 9 (septembre 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000930

  13. Richards, Paul W. (2010): Estimating the Stiffness of Eccentrically Braced Frames. Dans: Practice Periodical on Structural Design and Construction, v. 15, n. 1 (février 2010).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000027

  14. Richards, Paul W. / Rollins, Kyle M. / Stenlund, Tony E. (2011): Experimental Testing of Pile-to-Cap Connections for Embedded Pipe Piles. Dans: Journal of Bridge Engineering (ASCE), v. 16, n. 2 (mars 2011).

    https://doi.org/10.1061/(asce)be.1943-5592.0000144

  15. Richards, Paul W. / Uang, Chia-Ming (2006): Testing Protocol for Short Links in Eccentrically Braced Frames. Dans: Journal of Structural Engineering (ASCE), v. 132, n. 8 (août 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:8(1183)

  16. Richards, Paul W. (2009): Seismic Column Demands in Ductile Braced Frames. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 1 (janvier 2009).

    https://doi.org/10.1061/(asce)0733-9445(2009)135:1(33)

  17. Balling, Richard J. / Balling, Lukas J. / Richards, Paul W. (2009): Design of Buckling-Restrained Braced Frames Using Nonlinear Time History Analysis and Optimization. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 5 (mai 2009).

    https://doi.org/10.1061/(asce)st.1943-541x.0000007

  18. Richards, Paul W. / Barnwell, Nick V. / Tryon, Joshua E. / Sadler, Ashley L. (2018): Flexural strength and stiffness of block-out connections for steel columns. Dans: Engineering Structures, v. 173 (octobre 2018).

    https://doi.org/10.1016/j.engstruct.2018.06.055

  19. Richards, Paul W. / Uang, Chia-Ming (2005): Effect of Flange Width-Thickness Ratio on Eccentrically Braced Frames Link Cyclic Rotation Capacity. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 10 (octobre 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:10(1546)

  20. Prinz, Gary S. / Richards, Paul W. (2012): Seismic Performance of Buckling-Restrained Braced Frames with Eccentric Configurations. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 3 (mars 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000471

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