Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998

The purpose of this project was to find out the demand for material and performance of concentric and eccentric bracing for possible seismic events in steel ten stories buildings that have identical geometric characteristics as well as on steel structures without bracings. A linear static analys...

Szczegółowa specyfikacja

Zapisane w:

Opis bibliograficzny
Główni autorzy:	Montesinos, Vanessa Viviana, Linarez, Verónica, Avon, Denis
Format:	Online
Język:	spa
Wydane:	Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2015
Dostęp online:	https://revistas.uclave.org/index.php/gt/article/view/1283
Etykiety:	Dodaj etykietę Nie ma etykietki, Dołącz pierwszą etykiete!

id	oai:ojs2.revistas.uclave.org:article-1283
record_format	ojs
spelling	oai:ojs2.revistas.uclave.org:article-12832018-07-25T22:04:10Z Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998 Demanda de material en estructuras regulares de acero con y sin arriostramientos en zona sísmica de riesgo elevado según Norma Covenin 1618- 1998 Montesinos, Vanessa Viviana Linarez, Verónica Avon, Denis arriostramiento edificaciones sismorresistentes Normas Covenin bracing seismic resistant structures Covenin Standard The purpose of this project was to find out the demand for material and performance of concentric and eccentric bracing for possible seismic events in steel ten stories buildings that have identical geometric characteristics as well as on steel structures without bracings. A linear static analysis and a dynamic one were conducted to determine the stresses in the members, to be able to design their different sections in the structures studied. Once these analysis are made it can be determined the maximum displacements between floors. According to the results, it was concluded that the use of both eccentric and concentric bracings is favorable to the structures, as they offer satisfactory performance for controlling the displacement and provide greater lateral stiffness. The structures which are not braced are the most susceptible to damage in seismic events, which must be analyzed in detail, presenting in turn increased demand for material El presente trabajo fue realizado con la finalidad de conocer la demanda de material, y el desempeño de arriostramientos concéntricos y excéntricos ante posibles eventos sísmicos en edificaciones de acero de diez pisos que tienen características geométricas idénticas en planta, así como también en estructuras de acero sin arriostramientos. Se realizó un análisis estático lineal y uno dinámico para determinar las solicitaciones en los miembros, y diseñar sus diferentes secciones en las estructuras estudiadas. Realizados estos análisis se pueden conocer los desplazamientos máximos de entrepiso. De acuerdo a los resultados obtenidos, se concluyó que el uso de arriostramientos tanto excéntricos como concéntricos, es favorable para las estructuras, ya que ofrecen un desempeño satisfactorio para el control de desplazamientos y aportan mayor rigidez lateral. Las estructuras donde no se usan arriostramientos son más susceptibles a daños ante eventos sísmicos, por lo que deben ser analizados con detalle, presentando a su vez mayor demanda de material Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2015-09-15 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/1283 10.13140/RG.2.1.3688.2802 Gaceta Técnica; Vol. 13 No. 1 (2015): January-June; 21-39 Gaceta Técnica; Vol. 13 Núm. 1 (2015): Enero-Junio; 21-39 Gaceta Técnica; v. 13 n. 1 (2015): January-June; 21-39 2477-9539 spa https://revistas.uclave.org/index.php/gt/article/view/1283/580
institution	Universidad Centroccidental Lisandro Alvarado
collection	OJS
language	spa
format	Online
author	Montesinos, Vanessa Viviana Linarez, Verónica Avon, Denis
spellingShingle	Montesinos, Vanessa Viviana Linarez, Verónica Avon, Denis Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998
author_facet	Montesinos, Vanessa Viviana Linarez, Verónica Avon, Denis
author_sort	Montesinos, Vanessa Viviana
title	Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998
title_short	Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998
title_full	Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998
title_fullStr	Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998
title_full_unstemmed	Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998
title_sort	demand for material in regular steel structures with and without braces in seismic zone in high risk according to the standard covenin 1618-1998
description	The purpose of this project was to find out the demand for material and performance of concentric and eccentric bracing for possible seismic events in steel ten stories buildings that have identical geometric characteristics as well as on steel structures without bracings. A linear static analysis and a dynamic one were conducted to determine the stresses in the members, to be able to design their different sections in the structures studied. Once these analysis are made it can be determined the maximum displacements between floors. According to the results, it was concluded that the use of both eccentric and concentric bracings is favorable to the structures, as they offer satisfactory performance for controlling the displacement and provide greater lateral stiffness. The structures which are not braced are the most susceptible to damage in seismic events, which must be analyzed in detail, presenting in turn increased demand for material
publisher	Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
publishDate	2015
url	https://revistas.uclave.org/index.php/gt/article/view/1283
work_keys_str_mv	AT montesinosvanessaviviana demandformaterialinregularsteelstructureswithandwithoutbracesinseismiczoneinhighriskaccordingtothestandardcovenin16181998 AT linarezveronica demandformaterialinregularsteelstructureswithandwithoutbracesinseismiczoneinhighriskaccordingtothestandardcovenin16181998 AT avondenis demandformaterialinregularsteelstructureswithandwithoutbracesinseismiczoneinhighriskaccordingtothestandardcovenin16181998 AT montesinosvanessaviviana demandadematerialenestructurasregularesdeaceroconysinarriostramientosenzonasismicaderiesgoelevadosegunnormacovenin16181998 AT linarezveronica demandadematerialenestructurasregularesdeaceroconysinarriostramientosenzonasismicaderiesgoelevadosegunnormacovenin16181998 AT avondenis demandadematerialenestructurasregularesdeaceroconysinarriostramientosenzonasismicaderiesgoelevadosegunnormacovenin16181998
_version_	1778749413898846208

Demand for material in regular steel structures with and without braces in seismic zone in high risk according to the Standard Covenin 1618-1998

Podobne zapisy