| 摘要 |
The present invention relates to a semi-rigid connection member of a panel zone which reduces the size of bending moment affecting the ends of a beam by intentionally weakening, to a certain degree, the rigidity of the beam in the panel zone which is a connection part between the beam and a column of a steel framed reinforced concrete structure and to bond a beam, which is composed of a web and a flange combined with at least one of the upper and lower ends of the web, to a column, the semi-rigid connection member comprising a beam connection part connected only to the web of the beam by being provided inside the panel zone of the column to form a semi-rigid connection part. The semi-rigid connection member of a panel zone according to the present invention is provided to reduce the bending moment of the ends of the beam by intentionally weakening the rigidity of the connection part in the panel zone in which the beam-column connection part is conventionally formed by rigid connection between a beam and a column, thereby reducing the amount of materials considered in a beam design process and allowing economical and rational design for the beam-column connection part to be performed; to reduce joining points for the connection between beams and columns, thereby improving construct ability; and to require only a connection plate as a connection member to connect the beam to the column. |
