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Stone cladding engineering

This volume presents new methodologies for the design of dimension stone based on the concepts of structural design while preserving the excellence of stonemasonry practice in façade engineering. Straightforward formulae are provided for computing action on cladding, with special emphasis on the eff...

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Autor principal: Sousa Camposinhos, Rui de
Lenguaje:eng
Publicado: Springer 2014
Materias:
Acceso en línea:https://dx.doi.org/10.1007/978-94-007-6848-2
http://cds.cern.ch/record/2023512
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author Sousa Camposinhos, Rui de
author_facet Sousa Camposinhos, Rui de
author_sort Sousa Camposinhos, Rui de
collection CERN
description This volume presents new methodologies for the design of dimension stone based on the concepts of structural design while preserving the excellence of stonemasonry practice in façade engineering. Straightforward formulae are provided for computing action on cladding, with special emphasis on the effect of seismic forces, including an extensive general methodology applied to non-structural elements. Based on the Load and Resistance Factor Design Format (LRDF), minimum slab thickness formulae are presented that take into consideration stress concentrations analysis based on the Finite Element Method (FEM) for the most commonly used modern anchorage systems. Calculation examples allow designers to solve several anchorage engineering problems in a detailed and objective manner, underlining the key parameters. The design of the anchorage metal parts, either in stainless steel or aluminum, is also presented.
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institution Organización Europea para la Investigación Nuclear
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publishDate 2014
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spelling cern-20235122021-04-21T20:12:56Zdoi:10.1007/978-94-007-6848-2http://cds.cern.ch/record/2023512engSousa Camposinhos, Rui deStone cladding engineeringEngineeringThis volume presents new methodologies for the design of dimension stone based on the concepts of structural design while preserving the excellence of stonemasonry practice in façade engineering. Straightforward formulae are provided for computing action on cladding, with special emphasis on the effect of seismic forces, including an extensive general methodology applied to non-structural elements. Based on the Load and Resistance Factor Design Format (LRDF), minimum slab thickness formulae are presented that take into consideration stress concentrations analysis based on the Finite Element Method (FEM) for the most commonly used modern anchorage systems. Calculation examples allow designers to solve several anchorage engineering problems in a detailed and objective manner, underlining the key parameters. The design of the anchorage metal parts, either in stainless steel or aluminum, is also presented.Springeroai:cds.cern.ch:20235122014
spellingShingle Engineering
Sousa Camposinhos, Rui de
Stone cladding engineering
title Stone cladding engineering
title_full Stone cladding engineering
title_fullStr Stone cladding engineering
title_full_unstemmed Stone cladding engineering
title_short Stone cladding engineering
title_sort stone cladding engineering
topic Engineering
url https://dx.doi.org/10.1007/978-94-007-6848-2
http://cds.cern.ch/record/2023512
work_keys_str_mv AT sousacamposinhosruide stonecladdingengineering