Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations
Seismic risk management in urban areas requires accurate prediction of the expected seismic hazard. The seismic design standards in the world provide the seismic design spectra (DS). These are crucial for estimating seismic forces on a structure, are typically derived from theoretical models in dete...
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MDPI AG
2024-01-01
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author | Juan Antonio Ramos-Sánchez Sergio A. Díaz René Sebastián Mora-Ortiz Gabriel Polanco-Sotomayor Francisco Magaña-Hernández |
author_facet | Juan Antonio Ramos-Sánchez Sergio A. Díaz René Sebastián Mora-Ortiz Gabriel Polanco-Sotomayor Francisco Magaña-Hernández |
author_sort | Juan Antonio Ramos-Sánchez |
collection | DOAJ |
description | Seismic risk management in urban areas requires accurate prediction of the expected seismic hazard. The seismic design standards in the world provide the seismic design spectra (DS). These are crucial for estimating seismic forces on a structure, are typically derived from theoretical models in deterministic or probabilistic seismic hazard studies, especially for bedrock soils. Characterizing soil dynamic amplification frequencies or periods is necessary to establish site-specific design spectra (DS<sub>site</sub>). Geotechnical and geophysical studies, along with environmental vibration records, determine soil stratigraphy characteristic features and their dominant frequency or period. These parameters improve our understanding of seismic wave behavior from bedrock to surface soil during earthquakes. This article details the utilization of geotechnical, geophysical studies, and environmental vibration records to estimate DS<sub>site</sub> in accordance with Mexican seismic regulation and examines the cost–benefit aspects of using the Ds<sub>site</sub> in optimizing the structural design of a medium-rise steel building in southeastern Mexico, characterized by soft soil and a moderate seismic hazard. The case study demonstrates an 18% cost savings in the structural elements of the building by employing the DS<sub>site</sub> with more rational spectral ordinates for study site. |
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issn | 2076-3263 |
language | English |
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spelling | doaj.art-59c798bba7f54817b7148af01234e9db2024-02-23T15:18:01ZengMDPI AGGeosciences2076-32632024-01-011423210.3390/geosciences14020032Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic RegulationsJuan Antonio Ramos-Sánchez0Sergio A. Díaz1René Sebastián Mora-Ortiz2Gabriel Polanco-Sotomayor3Francisco Magaña-Hernández4División Académica de Ingeniería y Arquitectura, Universidad Juárez Autónoma de Tabasco, Villahermosa 86040, Tabasco, MexicoDivisión Académica de Ingeniería y Arquitectura, Universidad Juárez Autónoma de Tabasco, Villahermosa 86040, Tabasco, MexicoDivisión Académica de Ingeniería y Arquitectura, Universidad Juárez Autónoma de Tabasco, Villahermosa 86040, Tabasco, MexicoFacultad de Ingeniería Anáhuac Mayab, Campus Mérida, Merida 97308, Yucatán, MexicoDivisión Académica de Ingeniería y Arquitectura, Universidad Juárez Autónoma de Tabasco, Villahermosa 86040, Tabasco, MexicoSeismic risk management in urban areas requires accurate prediction of the expected seismic hazard. The seismic design standards in the world provide the seismic design spectra (DS). These are crucial for estimating seismic forces on a structure, are typically derived from theoretical models in deterministic or probabilistic seismic hazard studies, especially for bedrock soils. Characterizing soil dynamic amplification frequencies or periods is necessary to establish site-specific design spectra (DS<sub>site</sub>). Geotechnical and geophysical studies, along with environmental vibration records, determine soil stratigraphy characteristic features and their dominant frequency or period. These parameters improve our understanding of seismic wave behavior from bedrock to surface soil during earthquakes. This article details the utilization of geotechnical, geophysical studies, and environmental vibration records to estimate DS<sub>site</sub> in accordance with Mexican seismic regulation and examines the cost–benefit aspects of using the Ds<sub>site</sub> in optimizing the structural design of a medium-rise steel building in southeastern Mexico, characterized by soft soil and a moderate seismic hazard. The case study demonstrates an 18% cost savings in the structural elements of the building by employing the DS<sub>site</sub> with more rational spectral ordinates for study site.https://www.mdpi.com/2076-3263/14/2/32seismic hazarddynamic soil propertiesgeotechnicsgeophysicsenvironmental vibration recordssite effect |
spellingShingle | Juan Antonio Ramos-Sánchez Sergio A. Díaz René Sebastián Mora-Ortiz Gabriel Polanco-Sotomayor Francisco Magaña-Hernández Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations Geosciences seismic hazard dynamic soil properties geotechnics geophysics environmental vibration records site effect |
title | Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations |
title_full | Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations |
title_fullStr | Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations |
title_full_unstemmed | Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations |
title_short | Optimization of Structural Design in Steel Buildings Based on the Site-Specific Design Spectra of the Mexico Seismic Regulations |
title_sort | optimization of structural design in steel buildings based on the site specific design spectra of the mexico seismic regulations |
topic | seismic hazard dynamic soil properties geotechnics geophysics environmental vibration records site effect |
url | https://www.mdpi.com/2076-3263/14/2/32 |
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