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Paul W. Richards 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. Richards, Paul W. / Thompson, Brandon (2009): Estimating Inelastic Drifts and Link Rotation Demands in EBFs. In: Engineering Journal, v. 46, n. 3 (September 2009).

    https://doi.org/10.62913/engj.v46i3.959

  2. Richards, Paul W. (2022): Cyclic Behavior of DuraFuse Frames Moment Connections. In: Engineering Journal, v. 59, n. 2 (June 2022).

    https://doi.org/10.62913/engj.v59i2.1186

  3. Richards, Paul W. / McCall, Amy J. (2023): Construction Cost Premiums for Risk Category IV SMF Buildings. In: Engineering Journal, v. 60, n. 3 (September 2023).

    https://doi.org/10.62913/engj.v60i3.1208

  4. Richards, Paul W. / Lee, Hooseok (2024): Special moment frame connections with shear-yielding haunches. In: Engineering Structures, v. 304 (April 2024).

    https://doi.org/10.1016/j.engstruct.2024.117635

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

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

  6. 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. In: Journal of Structural Engineering (ASCE), v. 150, n. 1 (January 2024).

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

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

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

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

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

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

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

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

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

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

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

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

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

  13. 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. In: Journal of Professional Issues in Engineering Education and Practice, v. 137, n. 3 (July 2011).

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

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

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

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

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

  16. 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. In: Journal of Structural Engineering (ASCE), v. 140, n. 9 (September 2014).

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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