Elasto-plastic behavior of offset beam-to-column connection panels with exterior diaphragms

Shintaro Matsuo, Takuro Oyamada, Masaki Ozono

Research output: Chapter in Book/Report/Conference proceedingConference contribution

2 Citations (Scopus)

Abstract

This paper presents the behavior of offset beam-to-column connection panels with exterior diaphragms. The plastic strength of panel is proposed based on two collapse mechanisms of the connection panels. One of the mechanisms is only panel yielding type which is the same as the standard panel. The other is a mechanism by a combination of yielding in some parts such as panels, exterior diaphragms and column tube wall. In order to confirm the applicability of the strength, cyclic loading tests of cruciform sub-assemblages were conducted. As a result, the strength and assumed collapse mechanisms were in good agreement with the test results.

Original languageEnglish
Title of host publicationISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction
PublisherResearch Publishing Services
Pages195-200
Number of pages6
ISBN (Electronic)9810753551, 9789810753559
DOIs
Publication statusPublished - 2013
Event7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013 - Honolulu, United States
Duration: Jun 18 2013Jun 23 2013

Other

Other7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013
Country/TerritoryUnited States
CityHonolulu
Period6/18/136/23/13

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction

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