INVESTIGATION OF CAPACITY ON THE HOLLOW SECTIONS CONNECTIONS WITH STIFFENING PLATE

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Fenkli M., ÇELİK İ. D., KIMILLI N. A., Sivri M.

ADVANCED STEEL CONSTRUCTION, vol.13, no.1, pp.45-61, 2017 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 13 Issue: 1
  • Publication Date: 2017
  • Doi Number: 10.18057/ijasc.2017.13.1.3
  • Journal Name: ADVANCED STEEL CONSTRUCTION
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Page Numbers: pp.45-61
  • Süleyman Demirel University Affiliated: Yes

Abstract

Buildings behave according to their geometrical types, the profile specifications of static structural elements and the classifications of their materials. This structural behavior is a kind of structural reaction to an earthquake. This reaction may be absorbed by the ductility of the structure. There is an indefinite situation in the description of the level of ductility for a static system in the earthquake occurrence calculation for the moment-shifting steel-frame system that consists of square or circular profile elements.