Aonuma K. , Watanabe . , Sato .

INFLUENCE OF RESIDUAL THICKNESS OF STRUCTURAL SLITS ON FAILURE MODE OF REINFORCED CONCRETE COLUMNS

To improve a deformation capacity of a reinforced concrete column
without brittle failure, there is a method, in which columns are isolated hanging walls of
spandrel walls by structural slits. This paper describes experiments on failure mode of a
column with residual walls and reinforcements against overturn.

Keywords: structural slits; partial structural slits; reinforced concrete column; deformation capacity; seismic, конструктивные щели; частичные конструктивные щели; железобетонная колонна; деформационный потенциал; сейсмическая активность