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dc.rights.licenseAll rights reserveden_US
dc.contributor.advisorGuzmán De La Cruz, Alberto L.
dc.contributor.authorDisla, Edwin M.
dc.date.accessioned2020-09-16T17:39:40Z
dc.date.available2020-09-16T17:39:40Z
dc.date.issued2015
dc.identifier.citationDisla, E. M. (2015). A comparative study of the seismic design codes used in Puerto Rico and the Dominican Republic [Unpublished manuscript]. Graduate School, Polytechnic University of Puerto Rico.en_US
dc.identifier.urihttp://hdl.handle.net/20.500.12475/627
dc.descriptionDesign Project Article for the Graduate Programs at Polytechnic University of Puerto Ricoen_US
dc.description.abstractA comparative study of the seismic analysis between the seismic codes used in Puerto Rico and the Dominican Republic was performed. This study shows a calculation, step by step, of the seismic lateral load for both seismic codes. Results indicates that Guide R001 generates 41.2% higher Base Shear and 10.8% higher story drift, in average, than ASCE 7. However, the Guide R001 requires a lower boundary limit (75% less) for the allowable story drift, which might results in a stiffer building design structures as opposite to the ASCE 7. Key Terms - Acceleration Parameters, Design Spectral, Fundamental Period of Structure, Lateral Loads, Site Classification.en_US
dc.language.isoen_USen_US
dc.publisherPolytechnic University of Puerto Ricoen_US
dc.relation.ispartofCivil Engineering;
dc.relation.ispartofseriesWinter-2015;
dc.relation.haspartSan Juanen_US
dc.subject.lcshEarthquake resistant design
dc.subject.lcshPolytechnic University of Puerto Rico--Graduate students--Research
dc.titleA Comparative Study of the Seismic Design Codes used in Puerto Rico and the Dominican Republicen_US
dc.typeArticleen_US
dc.rights.holderPolytechnic University of Puerto Rico, Graduate Schoolen_US


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