SEISMIC RESPONSE OF REINFORCED CONCRETE MOMENT RESISTING FRAMES OF BEAM-COLUMN JOINT YIELDING

The results of nonlinear dynamic analysis on the seismic response of reinforced concrete moment resisting frames in which beam-column joints are damaged are reported. In the analysis, beam-column joints are modeled with the simplified macro-element of beam-column joints to simulate the nonlinear beh...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2013/04/30, Vol.78(686), pp.847-855
Hauptverfasser:	KUSUHARA, Fumio, KIM, Suhee, SHIOHARA, Hitoshi
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	beam-column joint Beam-columns Collapse column-to-beam moment capacity ratio Computer simulation Construction engineering Frames macro-element Mathematical analysis Reinforced concrete Seismic response seismic response analysis
Online-Zugang:	Volltext
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