<?xml version="1.0" encoding="utf-8" standalone="yes"?><rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom"><channel><title>Keri L Ryan | Ludovica Pieroni</title><link>https://ludovicapieroni.netlify.app/authors/keri-l-ryan/</link><atom:link href="https://ludovicapieroni.netlify.app/authors/keri-l-ryan/index.xml" rel="self" type="application/rss+xml"/><description>Keri L Ryan</description><generator>Hugo Blox Builder (https://hugoblox.com)</generator><language>en-us</language><lastBuildDate>Wed, 01 Jan 2025 00:00:00 +0000</lastBuildDate><image><url>https://ludovicapieroni.netlify.app/media/logo.svg</url><title>Keri L Ryan</title><link>https://ludovicapieroni.netlify.app/authors/keri-l-ryan/</link></image><item><title>Resilient Seismic Design of Tall Mass Timber Buildings: Comparison of Two Full-Scale Tri-Axial Shake Table Tests</title><link>https://ludovicapieroni.netlify.app/publication/mishra-2025-resilient-seismic-design/</link><pubDate>Wed, 01 Jan 2025 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/mishra-2025-resilient-seismic-design/</guid><description/></item></channel></rss>