About the author  ⁄ R. Scott Silvester, P.E.

R. Scott Silvester, P.E., is a Principal in the Structures group at Simpson Gumpertz & Heger (SGH). (rssilvester@sgh.com)

Unintended Consequences

Many brick-clad buildings constructed from the 1950s through the 1970s employ an early version of cavity wall construction that looks like contemporary veneer wall construction from the outside but has different structural behavior. Repairs and modifications to such cavity walls that are seemingly cosmetic or undertaken to improve envelope performance can change the wall’s load path and impact its ability to resist lateral loads. Owners, contractors, and design professionals should be able to recognize cavity wall construction, understand when potential repairs or modifications warrant structural evaluation, and design and implement structural strengthening when required.

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Evaluating the Structural Performance of Unreinforced Monumental Masonry Structures

Even when they are intact, monumental historic masonry structures – including structural systems such as towers, domes, arches, tunnels, buttresses, and vaults – are complex structural systems whose behavior is difficult to quantify using only simple analytical methods. Some of the parameters that complicate the analysis approach are the indeterminate behavior of large interconnected systems, intractable boundary conditions, the variability of materials, direction-dependent strength properties of masonry, and deterioration. When cracks occur, structural behavior changes as displacements take place, and loads are redistributed throughout the structure.

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STRUCTURE magazine