Titlebook: Stone Cladding Engineering; Rui de Sousa Camposinhos Book 2014 Springer Science+Business Media Dordrecht 2014 Dimension Stone Cladding.Dow

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用肘

Cladding with Stone: Introduction,elated to the durability of the different elements require that building’s veneers act like skins undergoing mechanical, chemical, thermal, and hygrometric stress related to human activity, the quality of the air, and weathering..Following modern structural design rules and technologies installation

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Natural Stone Characterization, most well-known or famous rocks..Indicative values for physical or mechanical characteristics for different rock’s types are given. Due to the scattering on its values, tests are practically mandatory, whenever it’s required to use natural stone as a building material even with no structural requir

STYX

Wall and Cladding Systems,ing methods and systems in existing and modern façades..Adhered cladding systems to backup walls, stand alone panels and non-adhered fixing systems are described in this chapter. In all systems the main concern is to obtain an efficient water barrier pointing to the crucial function of an air space

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Limit States Design,simplified approach appears to insufficiently cover all aspects required for a more accurate analysis. In fact, only in some cases where bending stresses prevail the calculated overall thickness at mid-span appears to be determinant..Following a limit state approach, partial factors of safety are pr

linguistics

Actions and Stone Strength,s..Expressions are given to determine the self-weight of dimensioning stones considering the water absorption and open porosity of the corresponding natural stone slabs..Formula and calculation examples are given to compute the external and internal pressures due to the wind action on pressure equal

GENUS

Dowel Anchorage,nsideration the induced stresses by flexure under lateral actions..Minimum slabs thickness formulae are also presented depending on the flexural strength capacity or pull-out strength capacity are provided, taking into consideration stress concentrations either in the mid-span or in the support regi

Regurgitation

Undercut Anchorage,ut geometry and location on slabs-backing are discussed taking into consideration the induced stresses by lateral actions..Minimum slabs thickness formulae depending on the flexural strength capacity or pull-out strength capacity are provided..Special considerations are taken to the stress field ind

Insufficient

Kerf Anchorage,trength..The different issues related with either continuous or discrete-length supporting profiles are treated in a consistent manner to ascertain minimum slabs thickness formulae depending on the flexural strength capacity or the anchorage strength capacity..A special consideration is taken to the

gustation

Stainless Steel and Aluminium Anchors,attention is given to bimetallic corrosion when dissimilar materials are used in aggressive environments..Physical and mechanical properties of both metal alloys are provided in order to permit the designer to verify strength and deformation of the supporting elements and connections. Formula is pre