ANALYSIS OF THE DYNAMIC CHARACTERISTIC OF A BASE ISOLATED BUILDING AFFECTED BY PARTIAL SOIL IMPROVEMENT UNDER SEISMIC EXCITATION

• ZHOU Fangyuan

  Grad. School of Environmental Studies, Nagoya Univ.

• MORI Masafumi

  Graduate School of Environmental Studies, Nagoya Univ.

• FUKUWA Nobuo

  Graduate School of Environmental Studies, Nagoya Univ.

Bibliographic Information

Other Title

• 改良地盤上に立地した免震建物の地震時応答性状に関する考察
• カイリョウ ジバン ジョウ ニ リッチ シタ メンシンタテモノ ノ ジシンジ オウトウ セイジョウ ニ カンスル コウサツ

Abstract

This paper investigates dynamic characteristics of a base-isolated building affected by partial soil improvement under seismic excitation. An analysis model is made in order to estimate the behavior of such structures under seismic excitations. Comparisons were made between the results from analysis model and observed data. Dynamic properties of impedance and foundation input motion are also analyzed in this paper. It is found that the torsional response is generated due to the partial improved soil. With the increase of the depth and scale of the soil improvement, impedance shows an upward trend, at the same time, foundation input motion decreases.

Journal

• AIJ Journal of Technology and Design

  AIJ Journal of Technology and Design 17 (36), 473-478, 2011-06-20

  Architectural Institute of Japan

Keywords

• Base isolated building
• Partial soil improvement
• Soil structure interaction
• Impedance
• Foundation input motion
• Torsion

Details

• CRID: 1390282680146380032
• NII Article ID: 130004507145
• NII Book ID: AN10531441
• DOI: 10.3130/aijt.17.473
• ISSN: 18818188
• ISSN: 13419463
• NDL BIB ID: 11141348
• Web Site: http://id.ndl.go.jp/bib/11141348
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I11141348
• Web Site: https://www.jstage.jst.go.jp/article/aijt/17/36/17_36_473/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed