STRUCTURAL BEHAVIOR OF A NON-SYMMETRIC HYBRID BEAM-COLUMN

• SHIBATA Michio

  Prof., Dept. of Architecture, Faculty of Science and Engineering, Setsunan Univ., Dr. Eng.

Bibliographic Information

Other Title

• 非対称断面Hybrid長柱の力学性状

Abstract

Theoretical studies are presented on the structural behavior of a hybrid beam-column which is composed of several structural elements, arranged non-symmetrically. A new concept “uniform compression” is introduced as the substitution for “concentric loading”, and the alternative definition of tangent modulus load is also introduced. Steel sandwich beam-columns composed of different steel specifications and steel-concrete composite beam-columns with non symmetric steel shapes, subjected to eccentric compressions, are investigated. Safety side estimation of bending strength is obtained by substituting reduced symmetrical steel sections. Numerical simulations shows a good agreement with experimental results.

Journal

• Journal of Structural and Construction Engineering (Transactions of AIJ)

  Journal of Structural and Construction Engineering (Transactions of AIJ) 75 (656), 1935-1940, 2010

  Architectural Institute of Japan

Keywords

• <i>hybrid structure</i>
• <i>non-symmetric cross section</i>
• <i>yield surface</i>
• <i>beam-column</i>
• <i>tangent modulus load</i>
• <i>eccentric loading</i>

Details

• CRID: 1390001205603393536
• NII Article ID: 130004507935
• DOI: 10.3130/aijs.75.1935
• ISSN: 18818153
• ISSN: 13404202
• Data Source:
  • JaLC
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed