Development of failure prediction models for structural sealant glazing systems under cyclic racking displacement conditions

Ali M. Memari, X. Chen, P. A. Kremer, R. A. Behr

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

Abstract

A research project was undertaken recently at Penn State University to study the simulated seismic performance of "Structural Sealant Glazing" (SSG) used to adhere glass panels to common curtain wall framing systems. In the most common type of SSG curtain wall construction, referred to as "two-side" SSG, two glass panel edges (typically opposing vertical edges) are adhered to the support framing using structural sealant, while the other glass panel edges are mechanically fastened to the support framing. In this study, full-scale two-side SSG curtain wall mock-ups consisting of three, side-by-side glass panels were subjected to cyclic racking displacements to characterize their performance and to identify sealant and glass component failure modes under serviceability and ultimate racking displacement conditions. Attempts were also made to develop kinematic-based models to predict failure states (e.g., structural sealant failure) of the SSG curtain walls. This paper discusses the details of the predictive model and its evaluation on the basis of comparisons with mock-up test data. The model developed appears to give good estimates of the observed sealant failure drift. Conclusions and recommendations regarding appropriateness and limitations of the predictive model are provided. Copyright ASCE 2006.

Original languageEnglish (US)
Title of host publicationAEI 2006
Subtitle of host publicationBuilding Integration Solutions - Proceedings of the 2006 Architectural Engineering National Conference
Number of pages1
Volume2006
DOIs
StatePublished - Dec 28 2006
EventAEI 2006 - Omaha, NE, United States
Duration: Mar 29 2006Apr 1 2006

Other

OtherAEI 2006
CountryUnited States
CityOmaha, NE
Period3/29/064/1/06

Fingerprint

Sealants
Glass
Mockups
Failure modes
Kinematics

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Cite this

Memari, A. M., Chen, X., Kremer, P. A., & Behr, R. A. (2006). Development of failure prediction models for structural sealant glazing systems under cyclic racking displacement conditions. In AEI 2006: Building Integration Solutions - Proceedings of the 2006 Architectural Engineering National Conference (Vol. 2006) https://doi.org/10.1061/40798(190)6
Memari, Ali M. ; Chen, X. ; Kremer, P. A. ; Behr, R. A. / Development of failure prediction models for structural sealant glazing systems under cyclic racking displacement conditions. AEI 2006: Building Integration Solutions - Proceedings of the 2006 Architectural Engineering National Conference. Vol. 2006 2006.
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Memari, AM, Chen, X, Kremer, PA & Behr, RA 2006, Development of failure prediction models for structural sealant glazing systems under cyclic racking displacement conditions. in AEI 2006: Building Integration Solutions - Proceedings of the 2006 Architectural Engineering National Conference. vol. 2006, AEI 2006, Omaha, NE, United States, 3/29/06. https://doi.org/10.1061/40798(190)6

Development of failure prediction models for structural sealant glazing systems under cyclic racking displacement conditions. / Memari, Ali M.; Chen, X.; Kremer, P. A.; Behr, R. A.

AEI 2006: Building Integration Solutions - Proceedings of the 2006 Architectural Engineering National Conference. Vol. 2006 2006.

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

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Memari AM, Chen X, Kremer PA, Behr RA. Development of failure prediction models for structural sealant glazing systems under cyclic racking displacement conditions. In AEI 2006: Building Integration Solutions - Proceedings of the 2006 Architectural Engineering National Conference. Vol. 2006. 2006 https://doi.org/10.1061/40798(190)6