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<front>
<journal-meta>
<journal-id journal-id-type="publisher">NHESS</journal-id>
<journal-title-group>
<journal-title>Natural Hazards and Earth System Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">NHESS</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Nat. Hazards Earth Syst. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1684-9981</issn>
<publisher><publisher-name>Copernicus Publications</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.5194/nhess-12-2173-2012</article-id>
<title-group>
<article-title>Corrigendum to &quot;Probabilistic sensitivity analysis of two suspension bridges in Istanbul, Turkey to near- and far-fault ground motion&quot; published in Nat. Hazards Earth Syst. Sci., 12, 459–473, 2012</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Çavdar</surname>
<given-names>Ö.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group><aff id="aff1">
<label>1</label>
<addr-line>Gümüşhane University, Department of Civil Engineering, 29000, Gümüşhane, Turkey</addr-line>
</aff>
<pub-date pub-type="epub">
<day>11</day>
<month>07</month>
<year>2012</year>
</pub-date>
<volume>12</volume>
<issue>7</issue>
<fpage>2173</fpage>
<lpage>2175</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2012 Ö. Çavdar</copyright-statement>
<copyright-year>2012</copyright-year>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri"  xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions>
<self-uri xlink:href="https://nhess.copernicus.org/articles/12/2173/2012/nhess-12-2173-2012.html">This article is available from https://nhess.copernicus.org/articles/12/2173/2012/nhess-12-2173-2012.html</self-uri>
<self-uri xlink:href="https://nhess.copernicus.org/articles/12/2173/2012/nhess-12-2173-2012.pdf">The full text article is available as a PDF file from https://nhess.copernicus.org/articles/12/2173/2012/nhess-12-2173-2012.pdf</self-uri>
<abstract>
<p></p>
</abstract>
<counts><page-count count="3"/></counts>
</article-meta>
</front>
<body/>
<back>
<ref-list>
<title>References</title>
<ref id="ref1">
<label>1</label><mixed-citation publication-type="other" xlink:type="simple"> Adanur, S., Soyluk, K., Dumano\vglu, A., and Bayraktar, A.: Asynchronous and Antisynchronous Effects of Ground Motion on the Stochastic Response of Suspension Bridges, Springer Proceedings in Physics, 2006. </mixed-citation>
</ref>
<ref id="ref2">
<label>2</label><mixed-citation publication-type="other" xlink:type="simple"> Akköşe, M. and Şimşek, E.: Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction, Appl. Math. Model., 34, 3685–3700, https://doi.org/10.1016/j.apm.2010.03.019, 2010. </mixed-citation>
</ref>
<ref id="ref3">
<label>3</label><mixed-citation publication-type="other" xlink:type="simple"> Bayraktar, A., Altun$\imath $ş$\imath $k, A. C., Sevim, B., Kartal, M. E., Türker, T., and Bilici, Y.: Near-fault ground motion effects on the nonlinear responseof dam-reservoir-foundation systems, Struct. Eng. Mech., 58, 4, 655–673, https://doi.org/10.1007/s11071-009-9508-x, 2009. </mixed-citation>
</ref>
<ref id="ref4">
<label>4</label><mixed-citation publication-type="other" xlink:type="simple"> Çavdar, Ö., Bayraktar, A., Adanur, S., and Başa\vga, H. B.: Stohastic finite element analysis of long-span bridges with CFRP cables under earthquake ground motions, Sadhana Academcy of Sciences, 35, 341–354, 2010. </mixed-citation>
</ref>
<ref id="ref5">
<label>5</label><mixed-citation publication-type="other" xlink:type="simple"> Çavdar, Ö., Bayraktar, A., Adanur, S., and Çavdar, A.: Effect of random material and geometrical properties on structural safety steel-concrete composite systems, International Journal for Numerical Methods in Biomedical Engineering, 27, 1473–1492, 2011, https://doi.org/10.1002/cnm.1377. </mixed-citation>
</ref>
<ref id="ref6">
<label>6</label><mixed-citation publication-type="other" xlink:type="simple"> Çavdar, Ö., Bayraktar, A., and Adanur, S.: Stochastic finite element analysis of a cable-stayed bridge system with varyingmaterial properties, Probabilistic Eng. Mech., 25, 279–289, 2010. </mixed-citation>
</ref>
<ref id="ref7">
<label>7</label><mixed-citation publication-type="other" xlink:type="simple"> Liao, W. I., Loh, C. H., and Lee, B. H.: Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions, Eng. Struct., 26, 14, 2173–2183, 2004, https://doi.org/10.1016/j.engstruct.2004.07.016. </mixed-citation>
</ref>
<ref id="ref8">
<label>8</label><mixed-citation publication-type="other" xlink:type="simple"> Memişo\vglu Apaydın, N.: Earthquake performance assessment and retrofit investigationsof two suspension bridges in Istanbul, Soil Dynam. Earthquake Eng., 30, 702–710, https://doi.org/10.1016/j.soildyn.2010.02.011, 2010. </mixed-citation>
</ref>
</ref-list>
</back>
</article>