Experimental Study on Structural Behavior of Steel Framework Having H-Section Beam-to-H-Section Column Connections with Split-T Tensile Connections

• ARAKAKI Tadashi

  千葉大学大学院自然科学研究科

• HARADA Yukihiro

  千葉大学大学院自然科学研究科

• MORITA Koji

  千葉大学工学部デザイン工学科建築系

Bibliographic Information

Other Title

• 柱梁接合部がスプリットティ形式高カボルト引張接合部で構成ざれるH形強軸柱-H形梁骨組の力学的挙動に関する実験的研究

Abstract

In a steel framework, composing beam-to-column connections with only bolt connections is one of the possible way to avoid brittle fracture in weld connections under strong earthquakes. In this study, cyclic loading tests of subassemblage frames including H-section beam-to-H-section column bolted connection are performed, and the semi-rigidity of the beam-to-column connection, which is caused by out-of-plane deformation of plate element in H-section member, is chiefly investigated. Reinforcing effect of doubler plates at column web attached with high strength bolts is also investigated.

Journal

• Kou kouzou rombunshuu

  Kou kouzou rombunshuu 12 (46), 45-58, 2005

  Japanese Society of Steel Construction

Keywords

• subassemblage test, split-T stub, high strength bolt connection, panel zone, connection strength

Details

• CRID: 1390001205314135680
• NII Article ID: 130004301290
• DOI: 10.11273/jssc1994.12.46_45
• ISSN: 18840329
• ISSN: 18809928
• Data Source:
  • JaLC
  • CiNii Articles
  • Crossref
• Abstract License Flag: Disallowed