Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima
The comparative analysis of the E.030 2003, 2016 and 2018 seismic design standards is presented, in a study of structures using the portal system for office use in the city of Lima, it focuses on the comparison of vibration periods, percentage of participatory mass, design spectrum, mezzanine distor...
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Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2022
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oai:ojs2.revistas.uclave.org:article-37212022-02-10T19:54:25Z Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima Análisis comparativo del diseño estructural de una edificación regular e irregular de ocho niveles en sistema de pórticos aplicando la norma E.030 2003, 2016 y 2018 diseño sismorresistente en la ciudad de Lima De La Cruz Alvarez, Jorge Eduardo Yoctun Rios, Roberto Roland norma E.030 análisis comparativo sismorresistente diseño estructural standard E.030 cocomparative seismic analysis structural design The comparative analysis of the E.030 2003, 2016 and 2018 seismic design standards is presented, in a study of structures using the portal system for office use in the city of Lima, it focuses on the comparison of vibration periods, percentage of participatory mass, design spectrum, mezzanine distortion, static basal shear force, dynamic and maximum design forces (bending, shear and axial moment), modeled using Etabs 17 software. The regular structure presented variation of 12.50% of static shear and 12.20% for the dynamic analysis according to the 2003 standard compared to 2016 - 2018 and the irregular structure varies by 50% according to the 2003 standard compared to 2016, also a variation of -16.67 % between the 2016 and 2018 norm directly affected by the irregularity changes. The 2018 standard has intermediate results considering modal periods for both structures through static and dynamic analysis. Se presenta el análisis comparativo de las normas E.030 2003, 2016 y 2018 diseño sismorresistente en un estudio de estructuras mediante el sistema de pórticos para uso de oficinas en la ciudad de Lima, se centra en la comparación de periodos de vibración, porcentaje de masa participativa, espectro de diseño, distorsión de entrepiso, fuerza cortante basal estática, dinámica y las fuerzas máximas de diseño (momento flector, cortante y axial), modelado mediante el software Etabs 17. La estructura regular presentó variación de 12,50% de cortante estática y 12,20% para el análisis dinámico según la norma del 2003 en comparación del 2016 - 2018 y la estructura irregular varia en 50% según la norma del 2003 en comparación del 2016, así mismo una variación de -16,67% entre la norma del 2016 y 2018 afectadas directamente por los cambios de irregularidad. La norma del 2018 tiene resultados intermedios considerando periodos modales para ambas estructuras mediante el análisis estático y dinámico. Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2022-01-30 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Artículo científico de investigación original application/pdf https://revistas.uclave.org/index.php/gt/article/view/3721 10.51372/gacetatecnica231.5 Gaceta Técnica; Vol. 23 No. 1 (2022): January-June; 48-71 Gaceta Técnica; Vol. 23 Núm. 1 (2022): Enero-junio; 48-71 Gaceta Técnica; v. 23 n. 1 (2022): January-June; 48-71 2477-9539 spa https://revistas.uclave.org/index.php/gt/article/view/3721/2409 https://revistas.uclave.org/index.php/gt/article/view/3721/2410 https://revistas.uclave.org/index.php/gt/article/view/3721/2411 Copyright (c) 2022 Jorge Eduardo De La Cruz Alvarez, Roberto Roland Yoctun Rios https://creativecommons.org/licenses/by-nc-sa/4.0 |
| institution |
Universidad Centroccidental Lisandro Alvarado |
| collection |
OJS |
| language |
spa |
| format |
Online |
| author |
De La Cruz Alvarez, Jorge Eduardo Yoctun Rios, Roberto Roland |
| spellingShingle |
De La Cruz Alvarez, Jorge Eduardo Yoctun Rios, Roberto Roland Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima |
| author_facet |
De La Cruz Alvarez, Jorge Eduardo Yoctun Rios, Roberto Roland |
| author_sort |
De La Cruz Alvarez, Jorge Eduardo |
| title |
Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima |
| title_short |
Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima |
| title_full |
Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima |
| title_fullStr |
Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima |
| title_full_unstemmed |
Comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard E.030 2003, 2016 and 2018 seismic resistant design in the city of Lima |
| title_sort |
comparative analysis of the structural design of a regular and irregular building of eight levels in a ports system applying standard e.030 2003, 2016 and 2018 seismic resistant design in the city of lima |
| description |
The comparative analysis of the E.030 2003, 2016 and 2018 seismic design standards is presented, in a study of structures using the portal system for office use in the city of Lima, it focuses on the comparison of vibration periods, percentage of participatory mass, design spectrum, mezzanine distortion, static basal shear force, dynamic and maximum design forces (bending, shear and axial moment), modeled using Etabs 17 software. The regular structure presented variation of 12.50% of static shear and 12.20% for the dynamic analysis according to the 2003 standard compared to 2016 - 2018 and the irregular structure varies by 50% according to the 2003 standard compared to 2016, also a variation of -16.67 % between the 2016 and 2018 norm directly affected by the irregularity changes. The 2018 standard has intermediate results considering modal periods for both structures through static and dynamic analysis. |
| publisher |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil |
| publishDate |
2022 |
| url |
https://revistas.uclave.org/index.php/gt/article/view/3721 |
| work_keys_str_mv |
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