Ra. Behr et al., DYNAMIC RACKING TESTS OF CURTAIN WALL GLASS ELEMENTS WITH INPLANE ANDOUT-OF-PLANE MOTIONS, Earthquake engineering & structural dynamics, 24(1), 1995, pp. 1-14
This project was conducted to investigate the breakage and fallout beh
aviour of various types of architectural glass elements in a dry-glaze
d curtain wall system under in-plane and out-of-plane dynamic motions.
The project was a followup to an earlier project that focused exclusi
vely on in-plane dynamic racking performance of curtain wall glass ele
ments. The recent data indicated that adding out-of-plane motions caus
ed significantly higher amounts of glass breakage and subsequent glass
fallout in most glass types that were found during the in-plane tests
to be prone to glass fallout. Specifically, 1/4 in (6 mm) annealed mo
nolithic glass, 1/4 in annealed monolithic glass with a 0.004 in (0.10
mm) PET film (not anchored to the mullions), and 7/16 in (11 mm) full
y tempered laminated glass exhibited comparable or higher fallout rate
s than the already substantial fallout rates that were observed during
the in-plane only racking tests. Unanchored window film was found to
be ineffective in resisting post-breakage glass fallout under dynamic
racking motions. In contrast, 1/4 in (6 mm) annealed laminated glass a
nd 7/16 in (11 mm) heat-strengthened laminated glass exhibited no glas
s fallout during the out-of-plane tests,just as they exhibited no fall
out during the in-plane tests. Out-of-plane test results also showed t
hat 3/8 in (10 mm) heat-strengthened monolithic glass exhibited no fal
lout, while 3/8 in annealed monolithic glass exhibited very negligible
glass fallout. The addition of torsional motions was not found to ind
uce glass fallout in those glass types that resisted glass fallout in
previous tests performed without torsional motions.