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Evaluation of extreme load performance of pre-Northridge connections

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

Puni tekst: engleski, pdf (653 KB) str. 889-898 preuzimanja: 638* citiraj
APA 6th Edition
Faridmehr, I., Osman, M.H., Md. Tahir, M., Nejad, A.F. i Hodjati, R. (2014). Evaluation of extreme load performance of pre-Northridge connections. Građevinar, 66 (10.), 889-898. Preuzeto s https://hrcak.srce.hr/129430
MLA 8th Edition
Faridmehr, Iman, et al. "Evaluation of extreme load performance of pre-Northridge connections." Građevinar, vol. 66, br. 10., 2014, str. 889-898. https://hrcak.srce.hr/129430. Citirano 29.11.2020.
Chicago 17th Edition
Faridmehr, Iman, Mohd Hanim Osman, Mamood Md. Tahir, Ali Farokhi Nejad i Reza Hodjati. "Evaluation of extreme load performance of pre-Northridge connections." Građevinar 66, br. 10. (2014): 889-898. https://hrcak.srce.hr/129430
Harvard
Faridmehr, I., et al. (2014). 'Evaluation of extreme load performance of pre-Northridge connections', Građevinar, 66(10.), str. 889-898. Preuzeto s: https://hrcak.srce.hr/129430 (Datum pristupa: 29.11.2020.)
Vancouver
Faridmehr I, Osman MH, Md. Tahir M, Nejad AF, Hodjati R. Evaluation of extreme load performance of pre-Northridge connections. Građevinar [Internet]. 2014 [pristupljeno 29.11.2020.];66(10.):889-898. Dostupno na: https://hrcak.srce.hr/129430
IEEE
I. Faridmehr, M.H. Osman, M. Md. Tahir, A.F. Nejad i R. Hodjati, "Evaluation of extreme load performance of pre-Northridge connections", Građevinar, vol.66, br. 10., str. 889-898, 2014. [Online]. Dostupno na: https://hrcak.srce.hr/129430. [Citirano: 29.11.2020.]
Puni tekst: hrvatski, pdf (661 KB) str. 889-898 preuzimanja: 254* citiraj
APA 6th Edition
Faridmehr, I., Osman, M.H., Md. Tahir, M., Nejad, A.F. i Hodjati, R. (2014). Procjena ponašanja "Pre-Northridge" priključaka na ekstremna opterećenja. Građevinar, 66 (10.), 889-898. Preuzeto s https://hrcak.srce.hr/129430
MLA 8th Edition
Faridmehr, Iman, et al. "Procjena ponašanja "Pre-Northridge" priključaka na ekstremna opterećenja." Građevinar, vol. 66, br. 10., 2014, str. 889-898. https://hrcak.srce.hr/129430. Citirano 29.11.2020.
Chicago 17th Edition
Faridmehr, Iman, Mohd Hanim Osman, Mamood Md. Tahir, Ali Farokhi Nejad i Reza Hodjati. "Procjena ponašanja "Pre-Northridge" priključaka na ekstremna opterećenja." Građevinar 66, br. 10. (2014): 889-898. https://hrcak.srce.hr/129430
Harvard
Faridmehr, I., et al. (2014). 'Procjena ponašanja "Pre-Northridge" priključaka na ekstremna opterećenja', Građevinar, 66(10.), str. 889-898. Preuzeto s: https://hrcak.srce.hr/129430 (Datum pristupa: 29.11.2020.)
Vancouver
Faridmehr I, Osman MH, Md. Tahir M, Nejad AF, Hodjati R. Procjena ponašanja "Pre-Northridge" priključaka na ekstremna opterećenja. Građevinar [Internet]. 2014 [pristupljeno 29.11.2020.];66(10.):889-898. Dostupno na: https://hrcak.srce.hr/129430
IEEE
I. Faridmehr, M.H. Osman, M. Md. Tahir, A.F. Nejad i R. Hodjati, "Procjena ponašanja "Pre-Northridge" priključaka na ekstremna opterećenja", Građevinar, vol.66, br. 10., str. 889-898, 2014. [Online]. Dostupno na: https://hrcak.srce.hr/129430. [Citirano: 29.11.2020.]

Sažetak
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.

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

Hrčak ID: 129430

URI
https://hrcak.srce.hr/129430

[hrvatski]

Posjeta: 1.031 *