SEISMIC RESPONSE ANALYSIS OF 2-STORY WOODEN STRUCTURE WITH PASSIVE CONTROL SYSTEM USING FRAME MODEL

• MATSUDA Kazuhiro

  Assist. Prof., Structural Engineering Research Center, Tokyo Institute of Technology, Dr. Eng.

• KASAI Kazuhiko

  Prof., Structural Engineering Research Center, Tokyo Institute of Technology, Ph. D.

• SAKATA Hiroyasu

  Prof., Structural Engineering Research Center, Tokyo Institute of Technology, Dr. Eng.

Bibliographic Information

Other Title

• フレームモデルによる２層木質制振架構の地震応答解析
• フレームモデル ニ ヨル 2ソウ キシツ セイシンカコウ ノ ジシン オウトウ カイセキ

Abstract

This paper proposes an accurate, member-by-member analytical model for two-story timber structures having energy dissipation walls and/or plywood shear walls. Various member joints are modeled by using nonlinear spring elements whose properties derived from numerous test results. The analyses were found to reproduce both local and global responses obtained from shaking table tests of a variety of two-story timber frames. Moreover, unsteady behavior of slip-hysteretic structure, energy absorption performance and deformation state of energy dissipation wall arranged in 2nd floor are discussed.

Journal

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

  Journal of Structural and Construction Engineering (Transactions of AIJ) 77 (678), 1273-1282, 2012

  Architectural Institute of Japan

Keywords

• <i>Frame Analysis</i>
• <i>2-Story Wooden Frame</i>
• <i>Passive Control Scheme</i>
• <i>Slip Response</i>
• <i>Rocking Deformation</i>

Details

• CRID: 1390001205605336576
• NII Article ID: 130004752579
• NII Book ID: AN10438559
• DOI: 10.3130/aijs.77.1273
• ISSN: 18818153
• ISSN: 13404202
• NDL BIB ID: 023922467
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I023922467
• Web Site: https://www.jstage.jst.go.jp/article/aijs/77/678/77_1273/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed