Finite element modeling to predict racking test results and performance of four-sided structural sealant glazing curtain wall systems

Nicholas C. Simmons, Ali M. Memari

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Scopus citations

Abstract

Full-scale, unitized, four-sided structural sealant glazing (4SSG) curtain wall system mockups featuring a re-entrant corner were subjected to cyclic racking displacements in accordance with the American Architectural Manufacturers Association AAMA 501.6 protocol to determine serviceability and ultimate behavior responses. Sealant cohesive failure and glass cracking were identified as limit states and corresponding drift levels were determined. The displacements obtained from the finite element modeling (FEM) were used to calculate the effective shear strain of the structural silicone and the drift capacity of the system. This paper describes the details of the techniques developed for FEM and for the analysis results and shows example application of the method to mockups with racking test results available.

Original languageEnglish (US)
Title of host publicationAEI 2013
Subtitle of host publicationBuilding Solutions for Architectural Engineering - Proceedings of the 2013 Architectural Engineering National Conference
Pages735-744
Number of pages10
DOIs
StatePublished - 2013
Event2013 Architectural Engineering National Conference: Building Solutions for Architectural Engineering, AEI 2013 - State College, PA, United States
Duration: Apr 3 2013Apr 5 2013

Publication series

NameAEI 2013: Building Solutions for Architectural Engineering - Proceedings of the 2013 Architectural Engineering National Conference

Other

Other2013 Architectural Engineering National Conference: Building Solutions for Architectural Engineering, AEI 2013
Country/TerritoryUnited States
CityState College, PA
Period4/3/134/5/13

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Architecture

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