American Society of Civil Engineers


Inelastic Seismic Response of Side Lap Fasteners for Steel Roof Deck Diaphragms


by Colin A. Rogers, (Asst. Prof., Dept. of Civ. Engrg. and Appl. Mech., McGill Univ., Montreal PQ, Canada H3A 2K6) and Robert Tremblay, (Prof., Dept. of Civ., Geological and Mining Engrg., École Polytechnique, Montreal PQ, Canada H3T 1J4)

Journal of Structural Engineering, Vol. 129, No. 12, December 2003, pp. 1637-1646, (doi:  http://dx.doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1637))

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Document type: Journal Paper
Abstract: An experimental program was undertaken to investigate the inelastic seismic response of metal deck roofing systems. The load carrying capacity of roof diaphragms for low-rise steel buildings, subjected to lateral loads from wind and/or earthquakes, is directly dependent on the performance of the connections. This paper provides information on the cyclic response, including load versus displacement hysteresis and energy absorption capacity of 45 screwed, button punched, and welded side lap connections, for different steel deck types. All of the connections were able to sustain some degree of inelastic response. Typically, welded side lap connections are able to carry the largest shear forces and absorb the greatest amount of energy.


ASCE Subject Headings:
Decks
Energy efficiency
Fastening
Inelasticity
Roofs
Seismic effects
Steel structures