<?xml version="1.0" encoding="utf-8" standalone="yes"?><rss version="2.0" xmlns:atom="http://www.w3.org/2005/Atom"><channel><title>Dr Ludovica Pieroni | Ludovica Pieroni</title><link>https://ludovicapieroni.netlify.app/authors/ludovica-pieroni/</link><atom:link href="https://ludovicapieroni.netlify.app/authors/ludovica-pieroni/index.xml" rel="self" type="application/rss+xml"/><description>Dr Ludovica Pieroni</description><generator>Hugo Blox Builder (https://hugoblox.com)</generator><language>en-us</language><image><url>https://ludovicapieroni.netlify.app/authors/ludovica-pieroni/avatar_hu6fd5d038b5311e8290fdd1f790ce0d8b_810893_270x270_fill_q75_lanczos_center.jpg</url><title>Dr Ludovica Pieroni</title><link>https://ludovicapieroni.netlify.app/authors/ludovica-pieroni/</link></image><item><title>Advancing Seismic Resilience of Self-Centering Steel MRFs: From Component Testing to Large-Scale Shake Table Testing</title><link>https://ludovicapieroni.netlify.app/publication/freddi-2026-advancing-seismic-resilience/</link><pubDate>Thu, 01 Jan 2026 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/freddi-2026-advancing-seismic-resilience/</guid><description/></item><item><title>Evaluation of the Frame Expansion Effect in Self-Centering Beam-to-Column Subassemblies</title><link>https://ludovicapieroni.netlify.app/publication/elettore-2026-evaluation-frame-expansion-effect/</link><pubDate>Thu, 01 Jan 2026 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/elettore-2026-evaluation-frame-expansion-effect/</guid><description/></item><item><title>Large-Scale Shaking Table Tests of a Self-Centering Seismic-Resilient Steel Moment-Resisting Frame: Preliminary Results</title><link>https://ludovicapieroni.netlify.app/publication/elettore-2026-large-scale-shaking-table-tests/</link><pubDate>Thu, 01 Jan 2026 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/elettore-2026-large-scale-shaking-table-tests/</guid><description/></item><item><title>Mass timber wall splice connection using glued-in rods: Design methodology, implementation, and shake-table testing in a six-story building</title><link>https://ludovicapieroni.netlify.app/publication/kontra-2026-mass-timber-wall-splice-connection/</link><pubDate>Thu, 01 Jan 2026 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/kontra-2026-mass-timber-wall-splice-connection/</guid><description/></item><item><title>Seismic-resilient damage-free self-centering steel and mass timber structures</title><link>https://ludovicapieroni.netlify.app/talks/seced-seminar-2026/</link><pubDate>Thu, 01 Jan 2026 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/seced-seminar-2026/</guid><description>&lt;p>Invited speaker seminar for SECED in London, United Kingdom. Date to be confirmed in 2026.&lt;/p></description></item><item><title>Self-Centering Steel Structures for Earthquake Resilience: Insights from Component to Large-Scale Shake-Table Testing</title><link>https://ludovicapieroni.netlify.app/publication/roumieh-2026-self-centering-steel-structures/</link><pubDate>Thu, 01 Jan 2026 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/roumieh-2026-self-centering-steel-structures/</guid><description/></item><item><title>Fermo Ambassador Founded</title><link>https://ludovicapieroni.netlify.app/post/fermo-ambassador-founded-2025/</link><pubDate>Wed, 31 Dec 2025 18:30:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/post/fermo-ambassador-founded-2025/</guid><description>&lt;p>In December 2025, in the historic setting of the &lt;strong>Palazzo dei Priori&lt;/strong> in Fermo â€” in the Mayor&amp;rsquo;s Cabinet room â€” the &lt;strong>Associazione di Promozione Sociale &amp;ldquo;Fermo Ambassador&amp;rdquo;&lt;/strong> was officially founded.&lt;/p>
&lt;p>The constitutive assembly brought together 16 founding members, participating both in person and remotely, alongside two representatives of the Municipality of Fermo: &lt;strong>Annalisa Cerretani&lt;/strong> (Councillor for Tourism) and &lt;strong>Alberto Scarfini&lt;/strong> (Councillor for Budget and Youth Policy).&lt;/p>
&lt;h2 id="what-is-fermo-ambassador">What is Fermo Ambassador?&lt;/h2>
&lt;p>Fermo Ambassador is a non-profit association (&lt;em>Associazione di Promozione Sociale&lt;/em>) whose mission is to connect people with deep ties to the city of Fermo and its province who, over the course of their lives, have lived and worked outside the Marche region. The aim is to channel the relationships, expertise and experiences of this global network back into concrete opportunities and connections that benefit the local territory.&lt;/p>
&lt;p>Membership is open to those who have had residence or domicile outside the Marche region for a significant period, building professional and personal networks that can contribute to the development of Fermo and its province.&lt;/p>
&lt;h2 id="board-of-directors">Board of Directors&lt;/h2>
&lt;p>The assembly elected the following &lt;strong>Board of Directors&lt;/strong> (&lt;em>Consiglio Direttivo&lt;/em>) for the first two-year mandate:&lt;/p>
&lt;table>
&lt;thead>
&lt;tr>
&lt;th>Role&lt;/th>
&lt;th>Name&lt;/th>
&lt;/tr>
&lt;/thead>
&lt;tbody>
&lt;tr>
&lt;td>&lt;strong>President&lt;/strong>&lt;/td>
&lt;td>Ludovica Pieroni&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Vice-President&lt;/td>
&lt;td>Fabio Grilli&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Treasurer&lt;/td>
&lt;td>Riccardo Cerolini&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Secretary&lt;/td>
&lt;td>Michele Mercuri&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Prefect&lt;/td>
&lt;td>Cristian De Angelis&lt;/td>
&lt;/tr>
&lt;/tbody>
&lt;/table>
&lt;h2 id="a-personal-note">A Personal Note&lt;/h2>
&lt;p>It is a great honour to have been elected President of Fermo Ambassador. As someone who has lived in London for many years while remaining deeply connected to Fermo, this association embodies exactly the kind of bridge I have always hoped to help build â€” between those of us who have left the city to pursue careers and lives abroad, and the community that shaped us.&lt;/p>
&lt;p>I look forward to working with the board, the founding members, and the Municipality of Fermo to make this association a real force for cultural, social and economic exchange. 2026 begins with exciting work ahead.&lt;/p></description></item><item><title>Which IKEA Cabinet is Safest Without Wall Fixings? A practical and sophisticated comparison</title><link>https://ludovicapieroni.netlify.app/post/ikea-cabinet-stability-analysis/</link><pubDate>Thu, 17 Jul 2025 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/post/ikea-cabinet-stability-analysis/</guid><description>&lt;style>
.article-container {
text-align: justify;
text-justify: inter-word;
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p {
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&lt;/style>
&lt;h1 id="abstract-ðÿâðÿ">Abstract ðŸ§‘â€ðŸ”¬&lt;/h1>
&lt;p>This study evaluates the stability of common IKEA cabinets when used without wall fixings. Focusing on white finish storage units with doors, we assess their stability through geometric proportions and tipping risk analysis. Using principles of static equilibrium, we compute the tipping angles under two scenarios: with doors closed and with doors open at 90 degrees.&lt;/p>
&lt;h1 id="introduction-ðÿ">Introduction ðŸ”&lt;/h1>
&lt;p>In rented accommodation, wall fixings are often prohibited, making freestanding stability a critical criterion when selecting furniture. This analysis examines IKEA cabinets in terms of inherent stability, offering guidance based on measurable data rather than subjective perception.&lt;/p>
&lt;h1 id="data-and-methods-ðÿ">Data and Methods ðŸ“&lt;/h1>
&lt;h2 id="products-analysed-ðÿï">Products Analysed ðŸ—‚ï¸&lt;/h2>
&lt;p>All selected products meet the following criteria:&lt;/p>
&lt;ul>
&lt;li>White finish&lt;/li>
&lt;li>Equipped with doors&lt;/li>
&lt;li>Available in the UK market&lt;/li>
&lt;/ul>
&lt;table>
&lt;thead>
&lt;tr>
&lt;th>Product&lt;/th>
&lt;th>Width (cm)&lt;/th>
&lt;th>Depth (cm)&lt;/th>
&lt;th>Height (cm)&lt;/th>
&lt;th>Doors&lt;/th>
&lt;th>Price (Â£)&lt;/th>
&lt;th>Link&lt;/th>
&lt;/tr>
&lt;/thead>
&lt;tbody>
&lt;tr>
&lt;td>KNOXHULT&lt;/td>
&lt;td>60&lt;/td>
&lt;td>31&lt;/td>
&lt;td>153&lt;/td>
&lt;td>1&lt;/td>
&lt;td>Â£60&lt;/td>
&lt;td>&lt;a href="https://www.ikea.com/gb/en/p/knoxhult-high-cabinet-with-door-white-40604079/" target="_blank" rel="noopener">Link&lt;/a>&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>BESTÃ… Low&lt;/td>
&lt;td>60&lt;/td>
&lt;td>42&lt;/td>
&lt;td>129&lt;/td>
&lt;td>2&lt;/td>
&lt;td>Â£105&lt;/td>
&lt;td>&lt;a href="https://www.ikea.com/gb/en/p/besta-shelf-unit-with-doors-white-lappviken-white-s09284722/" target="_blank" rel="noopener">Link&lt;/a>&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>BESTÃ… Tall&lt;/td>
&lt;td>60&lt;/td>
&lt;td>42&lt;/td>
&lt;td>193&lt;/td>
&lt;td>3&lt;/td>
&lt;td>Â£145&lt;/td>
&lt;td>&lt;a href="https://www.ikea.com/gb/en/p/besta-shelf-unit-with-doors-white-lappviken-white-s69284717/" target="_blank" rel="noopener">Link&lt;/a>&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>HAVSTA&lt;/td>
&lt;td>81&lt;/td>
&lt;td>37&lt;/td>
&lt;td>134&lt;/td>
&lt;td>2&lt;/td>
&lt;td>Â£189&lt;/td>
&lt;td>&lt;a href="https://www.ikea.com/gb/en/p/havsta-cabinet-with-plinth-white-s29534667/" target="_blank" rel="noopener">Link&lt;/a>&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>PAX + FARDAL&lt;/td>
&lt;td>50&lt;/td>
&lt;td>58&lt;/td>
&lt;td>201&lt;/td>
&lt;td>1&lt;/td>
&lt;td>Â£150&lt;/td>
&lt;td>&lt;a href="https://www.ikea.com/gb/en/p/pax-wardrobe-frame-white-70214559/" target="_blank" rel="noopener">Link&lt;/a>&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>METOD VALLSTENA&lt;/td>
&lt;td>60&lt;/td>
&lt;td>61.8&lt;/td>
&lt;td>228&lt;/td>
&lt;td>2&lt;/td>
&lt;td>Â£198&lt;/td>
&lt;td>&lt;a href="https://www.ikea.com/gb/en/p/metod-high-cabinet-with-shelves-white-vallstena-white-s79507317/" target="_blank" rel="noopener">Link&lt;/a>&lt;/td>
&lt;/tr>
&lt;/tbody>
&lt;/table>
&lt;h2 id="methodology-ðÿ">Methodology ðŸ”§&lt;/h2>
&lt;h3 id="1ïâƒ-geometry-assessment">1ï¸âƒ£ Geometry Assessment&lt;/h3>
&lt;p>Height-to-depth ratio is a key indicator of stability:&lt;/p>
&lt;ul>
&lt;li>Shallow and tall = higher risk ðŸš©&lt;/li>
&lt;li>Deep and tall = greater inherent stability âœ…&lt;/li>
&lt;/ul>
&lt;h3 id="2ïâƒ-centre-of-gravity-cg-shift-due-to-open-doors-ðÿšª">2ï¸âƒ£ Centre of Gravity (CG) Shift Due to Open Doors ðŸšª&lt;/h3>
&lt;p>When a door opens to 90Â°, the centre of gravity (CG) shifts forward. This change reduces the tipping angle.&lt;/p>
&lt;h3 id="3ïâƒ-calculation-of-tipping-angle-ðÿ">3ï¸âƒ£ Calculation of Tipping Angle ðŸ“&lt;/h3>
&lt;p>&lt;strong>Closed Doors:&lt;/strong>
$$\theta_{\text{tip}} = \arctan\left( \frac{\text{depth} / 2}{\text{height}} \right)$$&lt;/p>
&lt;p>&lt;strong>With One Door Open at 90Â°:&lt;/strong>
$$\theta_{\text{tip}} = \arctan\left( \frac{\text{depth} / 2 - \text{CG offset}}{\text{height}} \right)$$&lt;/p>
&lt;p>Where
$\text{CG offset}$ accounts for the horizontal shift of mass due to the open door.&lt;/p>
&lt;h1 id="results-ðÿš">Results ðŸ“Š&lt;/h1>
&lt;table>
&lt;thead>
&lt;tr>
&lt;th>Product&lt;/th>
&lt;th>Tip-Over Angle (Closed)&lt;/th>
&lt;th>Safety Margin (Door 90Â° Open)&lt;/th>
&lt;th>Verdict&lt;/th>
&lt;/tr>
&lt;/thead>
&lt;tbody>
&lt;tr>
&lt;td>KNOXHULT&lt;/td>
&lt;td>&lt;strong>11Â°&lt;/strong>&lt;/td>
&lt;td>&lt;strong>0.5Â°&lt;/strong>&lt;/td>
&lt;td>âš ï¸ High risk when door open&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>BESTÃ… Low&lt;/td>
&lt;td>&lt;strong>17Â°&lt;/strong>&lt;/td>
&lt;td>&lt;strong>5.3Â°&lt;/strong>&lt;/td>
&lt;td>âœ… Very stable&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>BESTÃ… Tall&lt;/td>
&lt;td>&lt;strong>12Â°&lt;/strong>&lt;/td>
&lt;td>&lt;strong>4.5Â°&lt;/strong>&lt;/td>
&lt;td>âš ï¸ Stable if loaded low&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>HAVSTA&lt;/td>
&lt;td>&lt;strong>13Â°&lt;/strong>&lt;/td>
&lt;td>&lt;strong>3.0Â°&lt;/strong>&lt;/td>
&lt;td>âš ï¸ Stable with care&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>PAX&lt;/td>
&lt;td>&lt;strong>20Â°&lt;/strong>&lt;/td>
&lt;td>&lt;strong>7.0Â°&lt;/strong>&lt;/td>
&lt;td>âœ… Safe for freestanding wardrobes&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>METOD VALLSTENA&lt;/td>
&lt;td>&lt;strong>28Â°&lt;/strong>&lt;/td>
&lt;td>&lt;strong>10Â°&lt;/strong>&lt;/td>
&lt;td>ðŸ¥‡ Identical stability to METOD&lt;/td>
&lt;/tr>
&lt;/tbody>
&lt;/table>
&lt;h1 id="discussion-ðÿ">Discussion ðŸ¤“&lt;/h1>
&lt;h2 id="depth-as-a-determinant-of-stability">Depth as a Determinant of Stability&lt;/h2>
&lt;p>Deeper bases provide superior tipping resistance. Units below 40 cm depth present inherent risk in taller configurations.&lt;/p>
&lt;table>
&lt;thead>
&lt;tr>
&lt;th>Depth (cm)&lt;/th>
&lt;th>Product&lt;/th>
&lt;th>Interpretation&lt;/th>
&lt;/tr>
&lt;/thead>
&lt;tbody>
&lt;tr>
&lt;td>~30&lt;/td>
&lt;td>KNOXHULT&lt;/td>
&lt;td>Shallow and tall = high tipping risk&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>~37&lt;/td>
&lt;td>HAVSTA&lt;/td>
&lt;td>Mid-height, shallow: caution advised&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>~42&lt;/td>
&lt;td>BESTÃ…&lt;/td>
&lt;td>Low = stable, tall = needs care&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>~58-62&lt;/td>
&lt;td>PAX, METOD&lt;/td>
&lt;td>Tall and deep = inherently stable&lt;/td>
&lt;/tr>
&lt;/tbody>
&lt;/table>
&lt;h1 id="recommendations-ðÿ">Recommendations ðŸ’¡&lt;/h1>
&lt;table>
&lt;thead>
&lt;tr>
&lt;th>Use Case&lt;/th>
&lt;th>Recommended Product&lt;/th>
&lt;/tr>
&lt;/thead>
&lt;tbody>
&lt;tr>
&lt;td>Maximum stability, tall&lt;/td>
&lt;td>METOD / METOD VALLSTENA&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Wardrobe replacement&lt;/td>
&lt;td>PAX&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Compact sideboard storage&lt;/td>
&lt;td>BESTÃ… Low&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>Budget-conscious option&lt;/td>
&lt;td>KNOXHULT (only with extra care)&lt;/td>
&lt;/tr>
&lt;/tbody>
&lt;/table>
&lt;h1 id="safety-considerations-for-renters-ðÿ">Safety Considerations for Renters ðŸ &lt;/h1>
&lt;table>
&lt;thead>
&lt;tr>
&lt;th>Product&lt;/th>
&lt;th>Best Practices&lt;/th>
&lt;/tr>
&lt;/thead>
&lt;tbody>
&lt;tr>
&lt;td>BESTÃ…&lt;/td>
&lt;td>Heavy items low, level feet, anti-slip pads optional.&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>PAX&lt;/td>
&lt;td>Load heavy items at the base, keep doors closed when not in use.&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>HAVSTA&lt;/td>
&lt;td>Heavier loads on lower shelves, avoid placing heavy items on top shelves.&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>METOD&lt;/td>
&lt;td>Designed for kitchens; inherently stable without additional measures.&lt;/td>
&lt;/tr>
&lt;tr>
&lt;td>KNOXHULT&lt;/td>
&lt;td>Avoid leaving doors open; weight only at the bottom; use anti-slip mats or tension rods.&lt;/td>
&lt;/tr>
&lt;/tbody>
&lt;/table>
&lt;h1 id="conclusion-ðÿ">Conclusion ðŸ“&lt;/h1>
&lt;p>This analysis demonstrates that &lt;strong>depth is the key factor&lt;/strong> in furniture stability for freestanding use. Tall cabinets under 40 cm depth pose a higher tipping risk unless secured. Kitchen-standard depths, as used in METOD systems, provide the best inherent safety.&lt;/p>
&lt;hr></description></item><item><title>Advancing the design of seismic-resilient buildings with self-centring systems</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2025-advancing-the-design/</link><pubDate>Wed, 01 Jan 2025 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2025-advancing-the-design/</guid><description/></item><item><title>Advancing the design of self-centering systems for earthquake-resistant buildings</title><link>https://ludovicapieroni.netlify.app/talks/three-minute-thesis-2025/</link><pubDate>Wed, 01 Jan 2025 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/three-minute-thesis-2025/</guid><description>&lt;p>Three Minute Thesis presentation at UCL in 2025.&lt;/p></description></item><item><title>Design and Analysis of Large-Scale Tests of a Self-centring Seismic-Resilient Steel 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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><item><title>Response of mass ply panel, self-centering rocking walls with buckling-restrained boundary elements as energy dissipators in shake table testing</title><link>https://ludovicapieroni.netlify.app/publication/mcbain-2025-response-of-mass/</link><pubDate>Wed, 01 Jan 2025 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/mcbain-2025-response-of-mass/</guid><description/></item><item><title>Shake Table Testing Program for Mass Timber and Hybrid Resilient Structures Datasets for the NHERI Converging Design Project</title><link>https://ludovicapieroni.netlify.app/publication/barbosa-2025-shake-table-testing/</link><pubDate>Wed, 01 Jan 2025 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/barbosa-2025-shake-table-testing/</guid><description/></item><item><title>Advancing the design of self-centering dissipative structures to enhance seismic resilience</title><link>https://ludovicapieroni.netlify.app/talks/hkpu-seminar-2024/</link><pubDate>Mon, 01 Jul 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/hkpu-seminar-2024/</guid><description>&lt;p>Invited seminar hosted by the Civil and Environmental Engineering Department of Hong Kong Polytechnic University in July 2024.&lt;/p></description></item><item><title>Parametric analysis on the seismic response of self-centring dissipative SDoF systems</title><link>https://ludovicapieroni.netlify.app/talks/wcee-self-centring-sdof-2024/</link><pubDate>Tue, 02 Jan 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/wcee-self-centring-sdof-2024/</guid><description>&lt;p>Conference presentation at the World Conference on Earthquake Engineering, Milan, Italy, in 2024.&lt;/p></description></item><item><title>3 A Mass Timber Rocking Wall Splice Connection using Glued-in Rods: Design, Implementation, and Shake-Table Testing in a Six-Story Building</title><link>https://ludovicapieroni.netlify.app/publication/kontra-2024-3-a-mass/</link><pubDate>Mon, 01 Jan 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/kontra-2024-3-a-mass/</guid><description/></item><item><title>Estimating first and higher-mode effects for the design of rocking mass timber walls with controlled overturning moments</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2024-estimating-first-and/</link><pubDate>Mon, 01 Jan 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2024-estimating-first-and/</guid><description/></item><item><title>Estimating first and higher-mode effects for the design of rocking mass timber walls with controlled overturning moments</title><link>https://ludovicapieroni.netlify.app/talks/wcee-rocking-mass-timber-2024/</link><pubDate>Mon, 01 Jan 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/wcee-rocking-mass-timber-2024/</guid><description>&lt;p>Conference presentation at the World Conference on Earthquake Engineering, Milan, Italy, in 2024.&lt;/p></description></item><item><title>Parametric analysis on the seismic response of Self-Centering Dissipative SDoF systems</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2024-parametric-analysis-on/</link><pubDate>Mon, 01 Jan 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2024-parametric-analysis-on/</guid><description/></item><item><title>Shaking table tests of a 3-storey self-centring steel MRF: preliminary analysis and design</title><link>https://ludovicapieroni.netlify.app/publication/elettore-2024-shaking-table-tests/</link><pubDate>Mon, 01 Jan 2024 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/elettore-2024-shaking-table-tests/</guid><description/></item><item><title>Mass timber walls with buckling-restrained boundary elements (BRBs): application to a three- and a six-story building</title><link>https://ludovicapieroni.netlify.app/talks/seaonc-september-meeting-2023/</link><pubDate>Fri, 01 Sep 2023 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/seaonc-september-meeting-2023/</guid><description>&lt;p>Invited online seminar for the SEAONC September Meeting in September 2023.&lt;/p></description></item><item><title>Self-centering damage-free devices for seismic resilient steel structures</title><link>https://ludovicapieroni.netlify.app/talks/stanford-research-review-2023/</link><pubDate>Sun, 01 Jan 2023 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/stanford-research-review-2023/</guid><description>&lt;p>Research Review Conference presentation at Stanford University in 2023.&lt;/p></description></item><item><title>Optimal placement of self-centering joints in steel moment resisting frames through a genetic algorithm</title><link>https://ludovicapieroni.netlify.app/talks/cta-italian-steel-days-2022/</link><pubDate>Sun, 02 Jan 2022 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/cta-italian-steel-days-2022/</guid><description>&lt;p>Conference presentation at XXVII Congress of CTA, Italian Steel Days, in 2022.&lt;/p></description></item><item><title>Effective placement of self-centering damage-free connections for seismic-resilient steel moment resisting frames</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2022-effective-placement-of/</link><pubDate>Sat, 01 Jan 2022 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2022-effective-placement-of/</guid><description/></item><item><title>Effective placement of self-centering damage-free devices for mid-rise seismic resilient steel moment resisting frames</title><link>https://ludovicapieroni.netlify.app/talks/stessa-2022/</link><pubDate>Sat, 01 Jan 2022 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/stessa-2022/</guid><description>&lt;p>Conference presentation at STESSA, Timisoara, Romania, in 2022.&lt;/p></description></item><item><title>Genetic algorithm for the optimal placement of self-centering damage-free joints in steel MRFs</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2022-genetic-algorithm-for/</link><pubDate>Sat, 01 Jan 2022 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2022-genetic-algorithm-for/</guid><description/></item><item><title>Ottimizzazione del posizionamento di nodi ricentranti in telai momento resistenti in acciaio tramite un algoritmo genetico = Optimal Placement of Self-Centering Joints in Steel ...</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2022-ottimizzazione-del-posizionamento/</link><pubDate>Sat, 01 Jan 2022 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2022-ottimizzazione-del-posizionamento/</guid><description/></item><item><title>Parametric analysis of steel MRFs with self-centering column bases</title><link>https://ludovicapieroni.netlify.app/publication/lettieri-2022-parametric-analysis-of/</link><pubDate>Sat, 01 Jan 2022 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/lettieri-2022-parametric-analysis-of/</guid><description/></item><item><title>Optimised Strategies for Seismic-Resilient Self-Centring Steel Moment Resisting Frames</title><link>https://ludovicapieroni.netlify.app/publication/pieroni-2021-optimised-strategies-for/</link><pubDate>Fri, 01 Jan 2021 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/publication/pieroni-2021-optimised-strategies-for/</guid><description/></item><item><title>Optimized strategies for seismic-resilient self-centering steel moment resisting frames</title><link>https://ludovicapieroni.netlify.app/talks/eurosteel-2021/</link><pubDate>Fri, 01 Jan 2021 00:00:00 +0000</pubDate><guid>https://ludovicapieroni.netlify.app/talks/eurosteel-2021/</guid><description>&lt;p>Conference presentation at EUROSTEEL 2021.&lt;/p></description></item></channel></rss>