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EXPERIMENTAL STUDY ON DEEP‐COLUMN SUBJECT TO COMPRESSIVE AXIAL FORCE WITH ONE END CYCLIC BENDING MOMENT
Author(s) -
Yoshioka Shimpei,
Sato Atsushi,
Onogi Takeshi
Publication year - 2019
Publication title -
ce/papers
Language(s) - English
Resource type - Journals
ISSN - 2509-7075
DOI - 10.1002/cepa.1195
Subject(s) - flange , structural engineering , bending moment , column (typography) , moment (physics) , bending , beam (structure) , monotonic function , materials science , mathematics , engineering , physics , mathematical analysis , connection (principal bundle) , classical mechanics
The design formulae of beam‐column are provided by Recommendation for Limit State Design of Steel Structures (LSD) in Japan. The design recommendation shown in LSD is derived from the test results that are basically obtained from one end monotonic bending moment. Therefore, it is necessary to examine whether these formulae can appropriately evaluate the strength of the beam‐column under cyclic loading condition. In this paper, the test results of the deep‐column are reported. The dimensions of the specimens were determined per LSD. Deep wide‐flange section H‐150×75×5×7 (unit: mm) is used for the specimen. From the testing, a few unconservative results were observed in LSD design formulae.