A Review of the Behavior of Structural Silicone Glazing Systems Subjected to a Mega-Earthquake

    Volume 9, Issue 5 (May 2012)

    ISSN: 1546-962X

    CODEN: JAIOAD

    Published Online: 1 May 2012

    Page Count: 23


    Bull, Errol
    PE, Momentive Performance Materials, Waterford, NY

    Cholaky, Jorge
    Ing., LCS Ingenieria, Santiago,

    (Received 24 June 2011; accepted 23 March 2012)

    Abstract

    Structural silicone glazed (SSG) curtain wall systems have offered architects and owners the ability to design a facade with unique aesthetic features since the 1970s. While their ability to durably withstanding natural weathering and even high wind locations across the globe has been well established, their performance under seismic events is less well recorded. This paper presents a review of the performance of SSG systems following the 8.8 magnitude earthquake that shocked Chile in Feb 2010, which registered within the top five recorded in past history. Field reviews of existing low-, medium-, and high-rise buildings were inspected in the aftermath of the event to evaluate the performance of the different SSG variations of this system type (two-sided, four-sided, stick, unitized, among other variations) combined with other facade components such as: type of glazing, glass sizes, interstory drift, width of structural grid, slab/beam rigidity, etc.


    Paper ID: JAI104151

    DOI: 10.1520/JAI104151

    ASTM International is a member of CrossRef.

    Author
    Title A Review of the Behavior of Structural Silicone Glazing Systems Subjected to a Mega-Earthquake
    Symposium , 0000-00-00
    Committee C24