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Analysis on the diaphragm design as one storey stiffening method against lateral loads

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Abstract / Resum (13,43Kb)
Introduction - Objectives (504,5Kb)
Strength against bending (393,4Kb)
Strength against transverse loading (904,6Kb)
Evaluation of the shear cell (228,8Kb)
Diaphragm design (332,5Kb)
Conclusions (89,77Kb)
Bibliography (13,99Kb)
Annex I (1013,Kb)
Annex II (193,7Kb)
Annex III (87,57Kb)
Annex IV (65,25Kb)
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Cita com:
hdl:2099.1/6603

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Fabregas Cabrera, David
Tutor / directorArnedo Pena, Alfredo
Document typeMinor thesis
Date2005-11
Rights accessOpen Access
Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain
Abstract
The diaphragm design is one of the available methods to stiffen buildings globally against lateral loads. This dissertations covers three big issues in order to evaluate the suitability of this method for the one storey steel buildings: The strength and flexibility of a diaphragm in a shear field, the maximum achivable values of the diaphragm capacities and the interaction between the diaphragm and the building.
SubjectsConstruccions metàl·liques -- Càlcul, Naus industrials
DegreeENGINYERIA DE CAMINS, CANALS I PORTS (Pla 1995)
URIhttp://hdl.handle.net/2099.1/6603
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  • Escola Tècnica Superior d'Enginyeria de Camins, Canals i Ports de Barcelona - Enginyeria de Camins, Canals i Ports (Pla 1995) [2.473]
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FilesDescriptionSizeFormatView
00.pdfAbstract / Resum13,43KbPDFView/Open
01.pdfIntroduction - Objectives 504,5KbPDFView/Open
02.pdfStrength against bending393,4KbPDFView/Open
03.pdfStrength against transverse loading904,6KbPDFView/Open
04.pdfEvaluation of the shear cell228,8KbPDFView/Open
05.pdfDiaphragm design332,5KbPDFView/Open
06.pdfConclusions89,77KbPDFView/Open
07.pdfBibliography13,99KbPDFView/Open
08.pdfAnnex I1013,KbPDFView/Open
09.pdfAnnex II 193,7KbPDFView/Open
10.pdfAnnex III87,57KbPDFView/Open
11.pdfAnnex IV65,25KbPDFView/Open

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