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Each specimen represented an interior connection with steel beams PT to a column; one specimen also incorporated a composite slab.
Although the new house is about the size of the old, at 2,600 square feet, the living area is much larger because of the outdoor spaces and the interior connection to them.
Beam column connection include of exterior connection, interior connection, T connection and knee connections.
Open image in new window Fig. 4 Geometry and reinforcing details for monolithic specimen a beam section, b column section, and c interior connection.
Half scale test specimens were designed in accordance with Turkish Earthquake Code (TEC 2007) and ACI 352R (2002) requirements representing an interior connection between inflection points of beam and column elements of a four-story precast building with moment frames of high ductility level.
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Two interior connections are investigated experimentally.
Four 2/3 scale exterior and interior connections with and without brace dampers were constructed and tested in a shaking table.
In this paper, an experimental study of five precast and two monolithic connections, including exterior and interior connections under reverse cyclic loading, will be carried out.
In the current paper, two interior connections at 3/4 scale were evaluated experimentally under cyclic lateral loading and a constant axial load on the column.
This paper investigates the seismic behavior of interior connections in reinforced concrete waffle-flat-plate structures subjected to moderate gravity-load levels like those acting during an earthquake.
Nine one-third scale specimens, consisting of type 2 (ACinterior) interior connections at a zone of high seismicity (UBC-zone 3), were tested under reverse cyclic loading, simulating seismic excitation.
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