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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
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Richards, Paul W. (2022): Cyclic Behavior of DuraFuse Frames Moment Connections. In: Engineering Journal, v. 59, n. 2 (Juni 2022).
https://doi.org/10.62913/engj.v59i2.1186
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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
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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
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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 (Januar 2024).
https://doi.org/10.1061/jsendh.steng-12566
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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 (Januar 2024).
https://doi.org/10.1061/jsendh.steng-12349
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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
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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 (Januar 2016).
https://doi.org/10.1061/(asce)st.1943-541x.0001360
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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 (März 2023).
https://doi.org/10.1061/jsendh.steng-11567
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Richards, Paul W. (2021): Cyclic hardening factor for replaceable shear fuse connections. In: Journal of Constructional Steel Research, v. 185 (Oktober 2021).
https://doi.org/10.1016/j.jcsr.2021.106838
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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
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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 (Dezember 2019).
https://doi.org/10.1061/(asce)st.1943-541x.0002412
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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 (Juli 2011).
https://doi.org/10.1061/(asce)ei.1943-5541.0000041
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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 (Juli 2019).
https://doi.org/10.1061/(asce)st.1943-541x.0002333
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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
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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
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Richards, Paul W. (2010): Estimating the Stiffness of Eccentrically Braced Frames. In: Practice Periodical on Structural Design and Construction, v. 15, n. 1 (Februar 2010).
https://doi.org/10.1061/(asce)sc.1943-5576.0000027
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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 (März 2011).
https://doi.org/10.1061/(asce)be.1943-5592.0000144
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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)
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Richards, Paul W. (2009): Seismic Column Demands in Ductile Braced Frames. In: Journal of Structural Engineering (ASCE), v. 135, n. 1 (Januar 2009).
https://doi.org/10.1061/(asce)0733-9445(2009)135:1(33)
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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 (Mai 2009).
https://doi.org/10.1061/(asce)st.1943-541x.0000007
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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 (Oktober 2018).
https://doi.org/10.1016/j.engstruct.2018.06.055
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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 (Oktober 2005).
https://doi.org/10.1061/(asce)0733-9445(2005)131:10(1546)
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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 (März 2012).
https://doi.org/10.1061/(asce)st.1943-541x.0000471