EFFECTS OF CONVENTIONAL AND DAMAGE CONTROL FLAT WALLS ON THE SEISMIC PERFORMANCE OF HIGH RISE RC BUILDINGS

• MATSUO Keito

  Former Graduate School of Eng., Osaka University

• SANADA Yasushi

  Graduate School of Eng., Osaka University

• YOON Rokhyun

  Graduate School of Eng., Osaka University

Bibliographic Information

Other Title

• 従来型および損傷抑制型の方立壁が高層RC建築の耐震性能に与える影響

Abstract

The present study investigates the seismic performance of twelve-story RC buildings focusing on the structural effects of flat walls which are commonly neglected in design practice. Two-span moment-resisting frame was numerically modeled considering three analytical cases: Case 0 of beam-column subassembly, Case 1 with conventional flat walls, and Case 2 with damage control flat walls which were proposed in the authors’ previous study. Comparing the seismic performance of the three models based on the analytical results, the damage control flat walls were found to contribute to enhance both the serviceability and safety limits of the subassembly.

Journal

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

  Journal of Structural and Construction Engineering (Transactions of AIJ) 87 (791), 128-138, 2022-01-01

  Architectural Institute of Japan

Keywords

• Anchorage removal of wall vertical rebar
• Damage control
• Finite element method analysis
• Non-structural wall
• Reinforced concrete
• Seismic performance

Details

• CRID: 1390853567321221760
• NII Article ID: 130008138586
• NII Book ID: AN10438559
• DOI: 10.3130/aijs.87.128
• ISSN: 18818153
• ISSN: 13404202
• Web Site: https://www.jstage.jst.go.jp/article/aijs/87/791/87_128/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • Crossref
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed