Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section column : Y. Shimada, S. Kishiki & S. Yamada Y. Matsuoka

doi:10.1201/9780203861592-108

Chapter

Panel zone performance in a weak panel-type moment frame consisting of a composite beam and a square hollow section column

ABSTRACT

The specimens are three partial frames which con tain column-to-beam connection. Each beam and orthogonal beam are RH-400 × 200 × 8 × 13 (SN400B), each column and panel zone are −300 × 300 × 9 (BCR295).