Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10259/8626
Título
Earthquake Vulnerability and the State-of-the-Art of Hybrid Structural Reinforcement and Soil Improvement Methods for NonEngineered Structures
Otro título
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
Publicado en
Proceedings of the 6th International Conference on Earthquake Geotechnical Engineering
Editorial
New Zealand Geotechnical Society
Fecha de publicación
2015
Descripción
Trabajo presentado en: 6th International Conference on Earthquake Geotechnical (6ICEGE) that was held on November 1-4, 2015, in Christchurch, New Zealand
Resumo
In the course of the last decades many efforts have been focused on the design of effective
countermeasures to retrofit pre-existing engineered structures -including both buildings and
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
summarized, non-engineered buildings (e.g.: unreinforced masonry structures, shack housing
in developing countries, adobe dwellings, etc.) have not been so widely studied. As these
structures are far from simple, they pose many interesting issues regarding earthquake
vulnerability and the challenging tasks of either retrofitting their design or performing soil and
foundation improvements in frequently difficult psycho-environmental settings. In this
presentation, some of the most outstanding features of non-engineered buildings will be
detailed. Also, a summary of some of the most effective approaches of hybrid structural and
soil improvements will be discussed with some guidelines for future studies.
Materia
Geología
Geology
Ingeniería
Engineering
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