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IASS 2016 Tokyo Symposium: Spatial Structures in the 21st Century


IASS Symposium 2016

SESSION: Metal Spatial Structures

Cyclic shear tests of steel hexagonal latticed plates part1: Experiment overview

< Table of Contents for Metal Spatial Structures
  • Proceedings Name: IASS 2016 Tokyo Symposium: Spatial Structures in the 21st Century
  • ISSN: (Electronic Version) 2518-6582
  • Session: Metal Spatial Structures
  • Pages: 10
  • Title: Cyclic shear tests of steel hexagonal latticed plates part1: Experiment overview
  • Author(s): Hiroyuki Oyobe, Tetsuo Yamashita, Ryosuke Miyazawa
  • Keywords: hexagonal latticed plate, overall buckling, member buckling, out-of-plane deformation
Abstract
In recent years, steel latticed plates are used as facades of some innovative buildings for great transparency of light and aesthetical design. However, there is few studies on seismic capacity when used as earthquake-resisting walls. Now the authors are focusing hexagonal latticed plates for stability in the inelastic shear deformation and great energy dissipation capacity. Experiments and analysis on the inelastic shear behavior of four hexagonal latticed plates were performed. In Part I, experiments of the four steel latticed plates are to be described.

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