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Lateral Seismic Fragility of a Cable-Stayed Bridge using Point Estimate Method | Structurae

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Bridge using Point Estimate Method </h1> <div class="secnav_tabs"> <div class="scroller scroller-left"><i class="icon-chevron-left"></i></div> <div class="scroller scroller-right"><i class="icon-chevron-right"></i></div> <div class="literatureFav"> <a href="#ajaxLoginPopup" class="mystructurae-login-btn-popup literatureFavBtn"> <span class="favorites en "> <span class="icon"></span><span class="text"> Add to Favorites </span> </span> <span class="favorites mobile"> <span class="icon"></span><span class="text"></span> </span> </a> </div> <div class="wrapper"> <ul id="scrollableTabs" class="clearfix tabs-list-secNav list"> <li class="first current"><a href="/en/literature/conference-paper/lateral-seismic-fragility-of-a-cable-stayed-bridge-using-point-estimate-method">Bibliographic Data</a></li> <li class=" " ><a href="/en/literature/conference-paper/lateral-seismic-fragility-of-a-cable-stayed-bridge-using-point-estimate-method/preview">Preview</a></li> <li class=" "><a href="/en/literature/conference-paper/lateral-seismic-fragility-of-a-cable-stayed-bridge-using-point-estimate-method/pdf">Full text (&euro;)</a></li> <li class="last " ><a href="/en/literature/conference-paper/lateral-seismic-fragility-of-a-cable-stayed-bridge-using-point-estimate-method/references">References</a></li> </ul> </div> <div class="content"></div> </div> <div id="favoritesMobile"> <div class="literatureFav"> <a href="#ajaxLoginPopup" class="mystructurae-login-btn-popup literatureFavBtn"> <span class="favorites en "> <span class="icon"></span><span class="text"> Add to Favorites </span> </span> <span class="favorites mobile"> <span class="icon"></span><span class="text"></span> </span> </a> </div> </div> <table class="literatureOverview"> <tr> <td class="literatureCoverFile"> <img class="flexible bordered" src="https://files.structurae.net/files/covers/10.2749/istanbul.2023.0092.jpg" alt=" Lateral Seismic Fragility of a Cable-Stayed Bridge using Point Estimate Method" itemprop="image"> </td> <td> <table> <tr> <td class="authorsSection"> <span class="bold"> Author(s): </span> <a href="/en/literature/authors/flores-v-david-1701752"> <span itemprop="author"> David Flores V.</span></a>, <a href="/en/literature/authors/gomez-roberto-14465"> <span itemprop="author"> Roberto Gomez</span></a>, <a href="/en/literature/authors/tolentino-dante-190401"> <span itemprop="author"> Dante Tolentino</span></a>, <a href="/en/literature/authors/sanchez-najera-e-1701753"> <span itemprop="author"> E. S谩nchez N谩jera</span></a> </td> </tr> <tr> <td> Presented at IABSE Symposium: <i>Long Span Bridges</i>, Istanbul, Turkey, 26-28 April 2023, published in <a href="/en/literature/conference-proceedings/iabse-symposium-istanbul-2023" itemprop="url">IABSE Symposium Istanbul 2023</a>, pp. 92-100 </td> </tr> <tr> <td> <span class="bold">DOI:</span> <a href="https://doi.org/10.2749/istanbul.2023.0092" target="_blank">10.2749/istanbul.2023.0092</a> </td> </tr> <tr class="priceItem"> <td colspan="2"> <span class="bold">Price:</span> <span class="priceValue">&euro; 25.00</span> <span class="inclvat">incl. VAT for PDF document &nbsp; <i class="fa fa-file-pdf-o fa-2x" aria-hidden="true"></i></span> </td> </tr> <tr class="getItem"> <td class="buyItem" colspan="2"> <a class="addtocart-popup" href="#addToCartPopup" data-id="10733130" data-source="tblreferences" data-lang="en" data-cartid="-1"> <span class="addToCart"> <span class="text">ADD TO CART</span> </span> </a> </td> </tr> <tr class="getItem"> </tr> <tr class="getPreview"> <td class="downloadItem" colspan="2"> <a href="/en/literature/conference-paper/lateral-seismic-fragility-of-a-cable-stayed-bridge-using-point-estimate-method/preview-download"> <span class="download"> <i class="fa fa-file-pdf-o" aria-hidden="true"></i> Download preview file (PDF) <span class="text">0.48 MB</span> </span> </a> </tr> <tr class="teaser"> <td class="abstract" colspan="2"> <span class="text"><p>Cable-stayed bridges are a constant topic of study, they are pleasing to the eye and have a good seismic performance. Some important cable-stayed bridges in Mexico are ageing and there is a need to...</span><br /> <a class="abstractReadMore" href="#abstract">Read more<i class="down"></i></a> </td> </tr> </table> </td> </tr> </table> <h2 id="overview" class="js-acordion-header">Bibliographic Details</h2> <div id="overview" class="js-acordion-body"> <table class="aligned-tables literatureItem" id="overviewTable"> <tbody> <tr id="authorsSection"> <th> Author(s): </th> <td> <a href="/en/literature/authors/flores-v-david-1701752"> <span itemprop="author"> David Flores V. </span> </a> (Instituto de ingenier铆a UNAM, Coordinaci贸n de estructuras y geotecnia Ciudad de M茅xico, M茅xico) <br /> <a href="/en/literature/authors/gomez-roberto-14465"> <span itemprop="author"> Roberto Gomez </span> </a> (Instituto de ingenier铆a UNAM, Coordinaci贸n de estructuras y geotecnia Ciudad de M茅xico, M茅xico) <br /> <a href="/en/literature/authors/tolentino-dante-190401"> <span itemprop="author"> Dante Tolentino </span> </a> (Departamento de Materiales, Universidad Aut贸noma Metropolitana-Azcapotzalco Ciudad de M茅xico, M茅xico) <br /> <a href="/en/literature/authors/sanchez-najera-e-1701753"> <span itemprop="author"> E. S谩nchez N谩jera </span> </a> (Secci贸n de estudios de posgrado de investigaci贸n, Instituto Polit茅cnico Nacional Ciudad de M茅xico, M茅xico) <br /> </td> </tr> <tr> <th>Medium:</th> <td>conference paper</td> </tr> <tr> <th>Language(s):</th> <td> <meta itemprop="inLanguage" content="English"> English </td> </tr> <tr> <th>Conference:</th> <td>IABSE Symposium: <i>Long Span Bridges</i>, Istanbul, Turkey, 26-28 April 2023</td> </tr> <tr itemprop="isPartOf" itemscope itemtype="http://schema.org/Book"> <th>Published in:</th> <td itemprop="name"><a href="/en/literature/conference-proceedings/iabse-symposium-istanbul-2023" itemprop="url">IABSE Symposium Istanbul 2023</td> </tr> <tr> <td colspan="2" class="pagestotal"> <table id="pagestotal"> <tr class="pagesdesktop"> <th> Page(s): </th> <td itemprop="pagination"> 92-100 </td> <th>Total no. of pages:</th> <td>9</td> </tr> </table> </td> </tr> <tr class="pagesmobile"> <th> Page(s): </th> <td itemprop="pagination"> 92-100 </td> </tr> <tr class="pagesmobile"> <th>Total no. of pages:</th> <td>9</td> </tr> </tr> <tr> <th>Year:</th> <td itemprop="copyrightYear">2023</td> </tr> <tr> <th>DOI:</th> <td><a href="https://doi.org/10.2749/istanbul.2023.0092" target="_blank" itemprop="sameAs">10.2749/istanbul.2023.0092</a></td> </tr> <tr> <th id="abstract" > Abstract: </th> <td itemprop="description"> <p>Cable-stayed bridges are a constant topic of study, they are pleasing to the eye and have a good seismic performance. Some important cable-stayed bridges in Mexico are ageing and there is a need to review their structural response. As built drawings are necessary to carry out a thoroughly review, however, ageing bridges blue prints are incomplete or lack important information, such is the case of cable pre-stressing forces, concrete mechanical properties and damping ratio. These are common source of uncertainty. In the analytical fragility assessment of bridges, several uncertainties are inherent in the estimation of seismic damage. Several techniques have been widely used, such as Monte Carlo simulations, simplified fragility estimation, Bayesian methodologies, among others. However, there is not much research about point estimate methodologies that are just as precise as other techniques and demand much lower computation time.</p><p>In this regard, in this paper a probabilistic approach for the lateral seismic fragility of cable stayed bridges is presented. Point estimates simulations are used. We study a cable-stayed bridge whose configuration is widely used in Mexico. A numerical model is developed considering the nonlinear response of the components and its uncertainties. A collection of real ground motion records is used as applied load, from which the fragility curves are then obtained by analysing the structure using Non-linear Time History Analysis (NTHA). Then, the fragility curves of piers and pylon are presented.</p> </td> </tr> <tr> <th> Keywords: </th> <td> <div class="keywords"><span itemprop="keywords">cable-stayed</span> <span itemprop="keywords">seismic fragility</span> <span itemprop="keywords">point estimates</span> </div> </td> </tr> </tbody> </table> </div> <h2 id="structures" class="js-acordion-header">Structures and Projects</h2> <div id="structures" class="js-acordion-body"> <div id="structuresUl"> <ul class="longlist20"> <li itemprop="mentions" itemscope itemtype="http://schema.org/CivicStructure"> <a href="/en/structures/barranca-el-zapote-bridge" itemprop="url"><span itemprop="name">Barranca El Zapote Bridge</span></a> </li> </ul> </div> </div> <div class="paywall-content"> </div> </div> </div> <script type="application/ld+json"> { "@context": "http://schema.org", "@type": "NewsArticle", "mainEntityOfPage": { "@type": "WebPage", "@id": "https://example.org/article" }, "headline": "&#xd;&#xa; &#xd;&#xa; Lateral Seismic Fragility of a Cable-Stayed Bridge using Point Estimate Method&#xd;&#xa; 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