A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EXPERIMENTAL STUDY ON DEEP‐COLUMN SUBJECT TO COMPRESSIVE AXIAL FORCE WITH ONE END CYCLIC BENDING MOMENT
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.
EXPERIMENTAL STUDY ON DEEP‐COLUMN SUBJECT TO COMPRESSIVE AXIAL FORCE WITH ONE END CYCLIC BENDING MOMENT
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.
EXPERIMENTAL STUDY ON DEEP‐COLUMN SUBJECT TO COMPRESSIVE AXIAL FORCE WITH ONE END CYCLIC BENDING MOMENT
Yoshioka, Shimpei (author) / Sato, Atsushi (author) / Onogi, Takeshi (author)
ce/papers ; 3 ; 203-212
2019-12-01
10 pages
Article (Journal)
Electronic Resource
English
Column base plates under biaxial bending moment and axial force
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