Andere Kunden interessierten sich auch für
![Finite Element Analysis of Thin-Walled Structures]( "Finite Element Analysis of Thin-Walled Structures")
Finite Element Analysis of Thin-Walled Structures374,99 €![Heritage Management for Recovery]( "Heritage Management for Recovery")
Heritage Management for Recovery59,99 €![Critical Look to the Developments in Architectural Structures]( "Critical Look to the Developments in Architectural Structures")
Critical Look to the Developments in Architectural Structures32,99 €![Visual Analysis Of Omdurman Residential Architecture]( "Visual Analysis Of Omdurman Residential Architecture")
Visual Analysis Of Omdurman Residential Architecture53,99 €![Finite Element Analysis of Seismic Response of yielding system structu]( "Finite Element Analysis of Seismic Response of yielding system structu")
Finite Element Analysis of Seismic Response of yielding system structu23,99 €![Architectural Design of Compound and Freeform Space Structures]( "Architectural Design of Compound and Freeform Space Structures")
Architectural Design of Compound and Freeform Space Structures51,99 €![Historical Analysis of Medieval Famagusta]( "Historical Analysis of Medieval Famagusta")
Historical Analysis of Medieval Famagusta36,99 €
This thesis presents a simplified methodology for the assessment of Catalan double curvature masonry vaults. The methodology consists on discretize the vault in a series of arches capable of representing the structural behavior of the vault. This network of hanging cables catenaries that represents the thrust lines of the structure in an inverted model are handled with the application of the limit theorems of plasticity. An optimization on the analysis process allows us to efficiently apply this methodology to assess the safety of thin tile vaulted structures and estimate the ultimate capacity load.