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<dc:title>Earthquake Vulnerability and the State-of-the-Art of Hybrid Structural Reinforcement and Soil Improvement Methods for NonEngineered Structures</dc:title>
<dc:title>State-of-the-art of Hybrid Structural Reinforcement and Soil Improvement Methods against Primary and Secondary Seismic Effects for Non-Engineered Structures on Complex Soils</dc:title>
<dc:creator>Ortiz Palacio, Santiago</dc:creator>
<dc:creator>Ibáñez García, Sergio</dc:creator>
<dc:creator>López Ausín, Víctor</dc:creator>
<dc:creator>Porres Benito, José Ángel</dc:creator>
<dc:subject>Geología</dc:subject>
<dc:subject>Ingeniería</dc:subject>
<dc:subject>Geology</dc:subject>
<dc:subject>Engineering</dc:subject>
<dc:description>Trabajo presentado en: 6th International Conference on Earthquake Geotechnical (6ICEGE) that was held on November 1-4, 2015, in Christchurch, New Zealand</dc:description>
<dc:description>In the course of the last decades many efforts have been focused on the design of effective&#xd;
countermeasures to retrofit pre-existing engineered structures -including both buildings and&#xd;
civil constructions- to properly resist the effects of primary and secondary seismic failure induced mechanisms. On the other hand, due to several reasons which will be here&#xd;
summarized, non-engineered buildings (e.g.: unreinforced masonry structures, shack housing&#xd;
in developing countries, adobe dwellings, etc.) have not been so widely studied. As these&#xd;
structures are far from simple, they pose many interesting issues regarding earthquake&#xd;
vulnerability and the challenging tasks of either retrofitting their design or performing soil and&#xd;
foundation improvements in frequently difficult psycho-environmental settings. In this&#xd;
presentation, some of the most outstanding features of non-engineered buildings will be&#xd;
detailed. Also, a summary of some of the most effective approaches of hybrid structural and&#xd;
soil improvements will be discussed with some guidelines for future studies.</dc:description>
<dc:date>2024-02-08T08:57:37Z</dc:date>
<dc:date>2024-02-08T08:57:37Z</dc:date>
<dc:date>2015</dc:date>
<dc:type>info:eu-repo/semantics/bookPart</dc:type>
<dc:type>info:eu-repo/semantics/conferenceObject</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>http://hdl.handle.net/10259/8626</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering</dc:relation>
<dc:relation>https://www.issmge.org/publications/publication/state-of-the-art-of-hybrid-structural-reinforcement-and-soil-improvement-methods-against-primary-and-secondary-seismic-effects-for-non-engineered-structures-on-complex-soils</dc:relation>
<dc:rights>info:eu-repo/semantics/closedAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>New Zealand Geotechnical Society</dc:publisher>
<europeana:object>https://riubu.ubu.es/bitstream/10259/8626/3/Ortiz-Earthquake_Vulnerability_2015.pdf.jpg</europeana:object>
<europeana:provider>Hispana</europeana:provider>
<europeana:type>TEXT</europeana:type>
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<europeana:dataProvider>RIUBU. Repositorio Institucional de la Universidad de Burgos</europeana:dataProvider>
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