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.

Stone cladding preconstruction evaluation. Stone weathering and durability. Design of stone cladding systems. Investigation and restoration of existing stone cladding systems.

"Twelve peer-reviewed papers demonstrate the continuing advancement in the understanding of dimension stone used in building construction. Topics cover: Strength Testing--addresses testing to determine strength characteristics of dimension stone cladding panels. Design--covers a wide range of topics, including the advantages and disadvantages of three common dimension stone paving installation techniques; the relationships between stone material strength, anchorage strength, and induced stress states for four common dimension stone cladding anchorage configurations; and more. Evaluation and Investigation--provides observations regarding investigations into the causes of dimension stone cladding deterioration and failure. Durability--discusses the complex issue of dimension stone durability using three different approaches; a large-scale European research project to investigate the causes of marble and limestone cladding panel bowing, develop preconstruction testing parameters to assess bowing potential, and assess proposed remedial efforts to reduce or inhibit ongoing bowing; and more."--Publisher's website.

The architectural and technical treatment of stone changed dramatically with the development of Modern architecture and the introduction of stone cladding, which resulted in the departure from stone as a load bearing material. As with every novelty in architecture, thin stone veneer experienced a period of trial and error from 1949-1980, without real precedence or comprehensive understanding of how it would perform. This reduction in stone thickness for cladding purposes required a rethinking of the systems for attachment to the structural framework, materials and detailing, and the stone selection process. Consequently, the Modern architecture movement encapsulates the period of greatest change within stone veneer development. During this time, aesthetic preferences shifted from an architectural tradition based on European architectural styles to the Modern movement. The heavy ornamentation gave way to a very monolithic, spare language, utilizing manmade, repetitive features; the craft aesthetic gave way to the machine.