ABSTRACT
26 STRENGTH OF BEAM-TO-COLUMN CONNECTIONS WITH DIAPHRAGMS IN COLUMNS CONSTRUCTED OF UNEQUAL SQUARE HOLLOW SECTIONS N. YAMADA, K. FUJISAWA, M. NAGAYASU Kawasaki Steel Corporation, Tokyo, Japan Y. TANUMA, K. HASHIMOTO Hokkaido Institute of Technology, Japan K. MORITA Chiba University, Japan
