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Seismic performance of RC beam-column connections with continuous rectangular spiral transverse reinforcements for low ductility classes.

Autor: Azimi M; Faculty of Civil Engineering, Engineering Seismology and Earthquake Engineering Research (e-SEER), Department of Structure and Materials, Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, Malaysia., Bin Adnan A; Faculty of Civil Engineering, Engineering Seismology and Earthquake Engineering Research (e-SEER), Department of Structure and Materials, Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, Malaysia., Sam AR; Faculty of Civil Engineering, Engineering Seismology and Earthquake Engineering Research (e-SEER), Department of Structure and Materials, Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, Malaysia., Tahir MM; Faculty of Civil Engineering, UTM Construction Research Centre (CRC), Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, Malaysia., Faridmehr I; Faculty of Civil Engineering, UTM Construction Research Centre (CRC), Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, Malaysia., Hodjati R; Faculty of Civil Engineering, UTM Construction Research Centre (CRC), Universiti Teknologi Malaysia (UTM), 81300 Skudai, Johor Bahru, Malaysia.

Publikováno v: TheScientificWorldJournal [ScientificWorldJournal] 2014; Vol. 2014, pp. 802605. Date of Electronic Publication: 2014 Sep 17.