A review of conceptual transparency in us and colombian seismic design building codes
The goal of re-examinination of seismic design codes is aimed at making their provisions as transparent as possible for users so that the design would be clear and enriching for structural engineers. This paper presents a transparency evaluation of the codes currently being used in the USA and Colom...
- Autores:
-
Carrillo, Julian
Blandón Valencia, John
Rubiano, Astrid
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2013
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/73161
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/73161
http://bdigital.unal.edu.co/37636/
- Palabra clave:
- seismic design
strength reduction
over-strength
ductility
displacement amplification
drift limit
diseño sísmico
reducción de resistencia
sobrerresistencia
ductilidad
amplificación de desplazamiento
límite de deriva
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
| id |
UNACIONAL2_ca7c9468be5fd92f3903ce05b5f1d4e0 |
|---|---|
| oai_identifier_str |
oai:repositorio.unal.edu.co:unal/73161 |
| network_acronym_str |
UNACIONAL2 |
| network_name_str |
Universidad Nacional de Colombia |
| repository_id_str |
|
| dc.title.spa.fl_str_mv |
A review of conceptual transparency in us and colombian seismic design building codes |
| title |
A review of conceptual transparency in us and colombian seismic design building codes |
| spellingShingle |
A review of conceptual transparency in us and colombian seismic design building codes seismic design strength reduction over-strength ductility displacement amplification drift limit diseño sísmico reducción de resistencia sobrerresistencia ductilidad amplificación de desplazamiento límite de deriva |
| title_short |
A review of conceptual transparency in us and colombian seismic design building codes |
| title_full |
A review of conceptual transparency in us and colombian seismic design building codes |
| title_fullStr |
A review of conceptual transparency in us and colombian seismic design building codes |
| title_full_unstemmed |
A review of conceptual transparency in us and colombian seismic design building codes |
| title_sort |
A review of conceptual transparency in us and colombian seismic design building codes |
| dc.creator.fl_str_mv |
Carrillo, Julian Blandón Valencia, John Rubiano, Astrid |
| dc.contributor.author.spa.fl_str_mv |
Carrillo, Julian Blandón Valencia, John Rubiano, Astrid |
| dc.subject.proposal.spa.fl_str_mv |
seismic design strength reduction over-strength ductility displacement amplification drift limit diseño sísmico reducción de resistencia sobrerresistencia ductilidad amplificación de desplazamiento límite de deriva |
| topic |
seismic design strength reduction over-strength ductility displacement amplification drift limit diseño sísmico reducción de resistencia sobrerresistencia ductilidad amplificación de desplazamiento límite de deriva |
| description |
The goal of re-examinination of seismic design codes is aimed at making their provisions as transparent as possible for users so that the design would be clear and enriching for structural engineers. This paper presents a transparency evaluation of the codes currently being used in the USA and Colombia for seismic design of buildings. It is demonstrated that the procedures used in most codes do not offer a clear view of buildings’ seismic response assessment. The Colombian code should become as conceptually transparent as possible when defining strength modification factors and assessing maximum lateral displacement. In addition, at least two limit states (service and life safety) should be clearly defined, along with allowable story drift thereby better reflect expected structural performance. Otherwise, using current procedures could lead not only to interpretation errors but also inadequate estimation of seismic strength and deformation demands. |
| publishDate |
2013 |
| dc.date.issued.spa.fl_str_mv |
2013 |
| dc.date.accessioned.spa.fl_str_mv |
2019-07-03T15:57:39Z |
| dc.date.available.spa.fl_str_mv |
2019-07-03T15:57:39Z |
| dc.type.spa.fl_str_mv |
Artículo de revista |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
| dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.content.spa.fl_str_mv |
Text |
| dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
| format |
http://purl.org/coar/resource_type/c_6501 |
| status_str |
publishedVersion |
| dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/73161 |
| dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/37636/ |
| url |
https://repositorio.unal.edu.co/handle/unal/73161 http://bdigital.unal.edu.co/37636/ |
| dc.language.iso.spa.fl_str_mv |
spa |
| language |
spa |
| dc.relation.spa.fl_str_mv |
http://revistas.unal.edu.co/index.php/ingeinv/article/view/39506 |
| dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
| dc.relation.ispartofseries.none.fl_str_mv |
Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 2248-8723 0120-5609 |
| dc.relation.references.spa.fl_str_mv |
Carrillo, Julian and Blandón Valencia, John and Rubiano, Astrid (2013) A review of conceptual transparency in us and colombian seismic design building codes. Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 2248-8723 0120-5609 . |
| dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
| dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
| dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
| dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
| eu_rights_str_mv |
openAccess |
| dc.format.mimetype.spa.fl_str_mv |
application/pdf |
| dc.publisher.spa.fl_str_mv |
Universidad Nacional de Colombia - Facultad de Ingeniería |
| institution |
Universidad Nacional de Colombia |
| bitstream.url.fl_str_mv |
https://repositorio.unal.edu.co/bitstream/unal/73161/1/39506-175806-2-PB.pdf https://repositorio.unal.edu.co/bitstream/unal/73161/2/39506-182379-1-PB.html https://repositorio.unal.edu.co/bitstream/unal/73161/3/39506-175806-2-PB.pdf.jpg |
| bitstream.checksum.fl_str_mv |
83eababa7b4bfd3a40a5c71fdf76fc73 77819574d2b7e9000edd7cab9b63139f aab668606e9f586e44898702dc1c460e |
| bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 |
| repository.name.fl_str_mv |
Repositorio Institucional Universidad Nacional de Colombia |
| repository.mail.fl_str_mv |
repositorio_nal@unal.edu.co |
| _version_ |
1814089728686817280 |
| spelling |
Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Carrillo, Julian692d93a9-8da6-4be1-8e74-d6110b0872d5300Blandón Valencia, John5a06105b-04f7-4080-94cb-dcfac93bd0a7300Rubiano, Astrid8d43e583-98d8-44aa-92ab-44cf5b65f7a83002019-07-03T15:57:39Z2019-07-03T15:57:39Z2013https://repositorio.unal.edu.co/handle/unal/73161http://bdigital.unal.edu.co/37636/The goal of re-examinination of seismic design codes is aimed at making their provisions as transparent as possible for users so that the design would be clear and enriching for structural engineers. This paper presents a transparency evaluation of the codes currently being used in the USA and Colombia for seismic design of buildings. It is demonstrated that the procedures used in most codes do not offer a clear view of buildings’ seismic response assessment. The Colombian code should become as conceptually transparent as possible when defining strength modification factors and assessing maximum lateral displacement. In addition, at least two limit states (service and life safety) should be clearly defined, along with allowable story drift thereby better reflect expected structural performance. Otherwise, using current procedures could lead not only to interpretation errors but also inadequate estimation of seismic strength and deformation demands.La reexaminación de los reglamentos de diseño sísmico pretende que los requisitos sean tan transparentes como sea posible para los usuarios, de tal manera que el proceso de diseño sea claro y enriquecedor para los ingenieros estructurales. En este artículo se presenta una evaluación de la transparencia de los reglamentos utilizados actualmente en Estados Unidos y Colombia para diseño sísmico de edificios. Se demuestra que los procedimientos utilizados en la mayoría de los reglamentos de edificios no proporciona una visión clara para evaluar la respuesta sísmica. El reglamento colombiano debe llegar a ser tan conceptualmente transparente como sea posible, en cuanto a la definición de los factores de modificación de resistencia y a la evaluación de los máximos desplazamientos laterales. Adicionalmente, se deben definir claramente mínimo dos estados límite (servicio y seguridad a la vida), junto con derivas de piso permisible que reflejen mejor el comportamiento estructural esperado. De lo contrario, el uso de los procedimientos vigentes podría originar no solo errores de interpretación, sino estimación inadecuada de las demandas de resistencia y deformación.application/pdfspaUniversidad Nacional de Colombia - Facultad de Ingenieríahttp://revistas.unal.edu.co/index.php/ingeinv/article/view/39506Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónIngeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 2248-8723 0120-5609Carrillo, Julian and Blandón Valencia, John and Rubiano, Astrid (2013) A review of conceptual transparency in us and colombian seismic design building codes. Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 Ingeniería e Investigación; Vol. 33, núm. 2 (2013); 24-29 2248-8723 0120-5609 .A review of conceptual transparency in us and colombian seismic design building codesArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTseismic designstrength reductionover-strengthductilitydisplacement amplificationdrift limitdiseño sísmicoreducción de resistenciasobrerresistenciaductilidadamplificación de desplazamientolímite de derivaORIGINAL39506-175806-2-PB.pdfapplication/pdf336648https://repositorio.unal.edu.co/bitstream/unal/73161/1/39506-175806-2-PB.pdf83eababa7b4bfd3a40a5c71fdf76fc73MD5139506-182379-1-PB.htmltext/html39236https://repositorio.unal.edu.co/bitstream/unal/73161/2/39506-182379-1-PB.html77819574d2b7e9000edd7cab9b63139fMD52THUMBNAIL39506-175806-2-PB.pdf.jpg39506-175806-2-PB.pdf.jpgGenerated Thumbnailimage/jpeg8736https://repositorio.unal.edu.co/bitstream/unal/73161/3/39506-175806-2-PB.pdf.jpgaab668606e9f586e44898702dc1c460eMD53unal/73161oai:repositorio.unal.edu.co:unal/731612023-06-27 23:06:27.708Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |