RT info:eu-repo/semantics/bookPart
T1 Earthquake Vulnerability and the State-of-the-Art of Hybrid Structural Reinforcement and Soil Improvement Methods for NonEngineered Structures
T2 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
A1 Ortiz Palacio, Santiago
A1 Ibáñez García, Sergio
A1 López Ausín, Víctor
A1 Porres Benito, José Ángel
K1 Geología
K1 Geology
K1 Ingeniería
K1 Engineering
AB In the course of the last decades many efforts have been focused on the design of effectivecountermeasures to retrofit pre-existing engineered structures -including both buildings andcivil 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 heresummarized, non-engineered buildings (e.g.: unreinforced masonry structures, shack housingin developing countries, adobe dwellings, etc.) have not been so widely studied. As thesestructures are far from simple, they pose many interesting issues regarding earthquakevulnerability and the challenging tasks of either retrofitting their design or performing soil andfoundation improvements in frequently difficult psycho-environmental settings. In thispresentation, some of the most outstanding features of non-engineered buildings will bedetailed. Also, a summary of some of the most effective approaches of hybrid structural andsoil improvements will be discussed with some guidelines for future studies.
PB New Zealand Geotechnical Society
YR 2015
FD 2015
LK http://hdl.handle.net/10259/8626
UL http://hdl.handle.net/10259/8626
LA eng
NO Trabajo presentado en: 6th International Conference on Earthquake Geotechnical (6ICEGE) that was held on November 1-4, 2015, in Christchurch, New Zealand
DS Repositorio Institucional de la Universidad de Burgos
RD 12-may-2024