EXPERIMENTAL STDUY ON SLENDER RECTANGULAR RC WALLS (PART Ⅱ: ANALYSIS)

摘要

The model with assumptions 1) plastic hinge length is 0.5 ofwall length and 2) confined rebar strain of 2% was able tosimulate lateral load-drift relation and ultimate point for fourspecimens. The ultimate drift capacity of RC wall with additionalhoop and tie reinforcement was underestimated. For RC wall with100 mm thickness, the model overestimated load for post-peakportion.