Direct displacement-based design as an alternative method for seismic design of bridges

Please use this identifier to cite or link to this item: http://dspace.utpl.edu.ec/jspui/handle/123456789/19226

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DC Field	Value	Language
dc.contributor.author	Suarez Chacon, V.	es_ES
dc.date.accessioned	2017-06-16T22:03:10Z	-
dc.date.available	2017-06-16T22:03:10Z	-
dc.date.submitted	24/05/2010	es_ES
dc.identifier.isbn	1932527	es_ES
dc.identifier.issn	9.78E+17	es_ES
dc.identifier.uri	http://dspace.utpl.edu.ec/handle/123456789/19226	-
dc.description.abstract	This paper reviews the Direct Displacement-Based Design Method for seismic design of bridges and compares it to the design procedure implemented in the AASHTO Guide Specification for LRFD Seismic Bridge Design. It is shown with examples that DDBD has several advantages that could be put to use as an alternative design method to that proposed in the AASHTO Guide Specifications for LRFD Seismic Bridge Design.	es_ES
dc.language	Inglés	es_ES
dc.subject	direct displacement	es_ES
dc.subject	based design method	es_ES
dc.subject	displacement	es_ES
dc.subject	based design	es_ES
dc.subject	performance	es_ES
dc.subject	based seismic design	es_ES
dc.title	Direct displacement-based design as an alternative method for seismic design of bridges	es_ES
dc.type	Article	es_ES
dc.publisher	American Concrete Institute, ACI Special Publication	es_ES
Appears in Collections:	Artículos de revistas Científicas

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