Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes

Design codes establish seismic site classifications to determine the seismic demand of a structure according to the response of the soil foundation under the action of earthquake ground motions; the site classification can even condition the feasibility of a project. The occurrence of great earthqua...

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Autor principal: Edgar Giovanny Diaz-Segura
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:37a5920d390b44d8bea349ea8b846fe12021-11-25T16:37:26ZEvolution of Seismic Site Classification According to the Criteria in Chilean Design Codes10.3390/app1122107542076-3417https://doaj.org/article/37a5920d390b44d8bea349ea8b846fe12021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/22/10754https://doaj.org/toc/2076-3417Design codes establish seismic site classifications to determine the seismic demand of a structure according to the response of the soil foundation under the action of earthquake ground motions; the site classification can even condition the feasibility of a project. The occurrence of great earthquakes in Chile has tested its design codes, generating much information and experience regarding the seismic design of structures that have allowed researchers to identify variations in seismic demands according to the kind of ground foundation and to propose seismic site classification methods in Chilean regulations since the 1930s; countries in the vanguard of seismic design, such as the USA, Japan, and New Zealand, proposed methods even earlier. In this document, the evolution of methodologies for seismic site classification according to the criteria in Chilean codes is analysed from their implementation in the 1930s to the most recently proposed design code NCh 433, 2018–2021. Although the distinctive features of each country shape the criteria in their design codes, clear knowledge of the evolution of established criteria from their origins is considered an important tool that contributes to the better understanding, interpretation and application of the seismic site classification methodologies contained in a design code with better criteria. Likewise, the review indicates a distinct need to conduct a continuous evaluation of the classification criteria supported by records of new earthquakes, as well as by physical and numerical models that allow incorporating variables which condition the response of the terrain such as topography, lateral heterogeneities, and basic effects.Edgar Giovanny Diaz-SeguraMDPI AGarticleseismic site classificationseismic design codesearthquake resistance designdesign criteriasoil responseTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10754, p 10754 (2021)
institution DOAJ
collection DOAJ
language EN
topic seismic site classification
seismic design codes
earthquake resistance design
design criteria
soil response
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle seismic site classification
seismic design codes
earthquake resistance design
design criteria
soil response
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Edgar Giovanny Diaz-Segura
Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes
description Design codes establish seismic site classifications to determine the seismic demand of a structure according to the response of the soil foundation under the action of earthquake ground motions; the site classification can even condition the feasibility of a project. The occurrence of great earthquakes in Chile has tested its design codes, generating much information and experience regarding the seismic design of structures that have allowed researchers to identify variations in seismic demands according to the kind of ground foundation and to propose seismic site classification methods in Chilean regulations since the 1930s; countries in the vanguard of seismic design, such as the USA, Japan, and New Zealand, proposed methods even earlier. In this document, the evolution of methodologies for seismic site classification according to the criteria in Chilean codes is analysed from their implementation in the 1930s to the most recently proposed design code NCh 433, 2018–2021. Although the distinctive features of each country shape the criteria in their design codes, clear knowledge of the evolution of established criteria from their origins is considered an important tool that contributes to the better understanding, interpretation and application of the seismic site classification methodologies contained in a design code with better criteria. Likewise, the review indicates a distinct need to conduct a continuous evaluation of the classification criteria supported by records of new earthquakes, as well as by physical and numerical models that allow incorporating variables which condition the response of the terrain such as topography, lateral heterogeneities, and basic effects.
format article
author Edgar Giovanny Diaz-Segura
author_facet Edgar Giovanny Diaz-Segura
author_sort Edgar Giovanny Diaz-Segura
title Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes
title_short Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes
title_full Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes
title_fullStr Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes
title_full_unstemmed Evolution of Seismic Site Classification According to the Criteria in Chilean Design Codes
title_sort evolution of seismic site classification according to the criteria in chilean design codes
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/37a5920d390b44d8bea349ea8b846fe1
work_keys_str_mv AT edgargiovannydiazsegura evolutionofseismicsiteclassificationaccordingtothecriteriainchileandesigncodes
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