Preliminary communication

Evaluation of extreme load performance of pre-Northridge connections

Iman Faridmehr
Mohd Hanim Osman
Mamood Md. Tahir
Ali Farokhi Nejad
Reza Hodjati

Abstract

Disastrous consequences of a partial collapse of the Ronan Point apartment in 1968, along with the 1994 Northridge earthquake, exposed the vulnerability of steel moment frames subjected to extreme loading. The reports of these two catastrophic events revealed the significant role of the beam-to-column connection where the damage was mainly formed. A numerical and experimental investigation was conducted in accordance with 2010 AISC Seismic Provisions and UFC 4-023-03 Guideline. An inadequate cyclic behaviour and rotational capacity resulted from the analysis where the fracture in the vicinity of groove welding was due to a poorly designed connection.

Keywords

pre-Northridge welded-bolted connection; interstorey drift angle; seismic and progressive collapse performance

Hrčak ID:

129430

URI

https://hrcak.srce.hr/129430

Publication date:

13.11.2014.

Article data in other languages: croatian

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