RESPONSE CHARACTERISTICS EVALUATION OF ELASTIC SHEAR BEAM FOR PULSE WAVES

• MINAMI Hiroyuki

  Graduate Student, Dept. of Architecture and Architectural Eng., Kyoto Univ.

• HAYASHI Yasuhiro

  Prof., Dept. of Architecture and Architectural Eng., Kyoto Univ., Dr. Eng.

Bibliographic Information

Other Title

• パルス波地動を受けるせん断弾性棒の応答特性評価
• パルスハチドウ オ ウケル センダンダンセイボウ ノ オウトウ トクセイ ヒョウカ
• Response characteristics evaluation of elastic shear bean for pulse waves

Abstract

The objects of this paper are to comprehend the response characteristics of buildings and subsurface ground for pulse-like ground motions, and to clarify the generating mechanism of the distinctive responses. To achive the objects, we analyze the responses of uniform elastic shear beam for simple pulse waves (sinusoidal pulse and Ricker wavelet), with modal analysis and wave propagation theory. Especially, we focus on the time, the position and the amount of the maximum response, and on the contributing ratio of each natural mode for the maximum response. Additionally, we refer to damage concentration characteristics qualitatively.

Journal

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

  Journal of Structural and Construction Engineering (Transactions of AIJ) 78 (685), 453-460, 2013

  Architectural Institute of Japan

Keywords

• <i>Sinusoidal Pulse</i>
• <i>Ricker wavelet</i>
• <i>Elastic Shear Beam</i>
• <i>Modal analysis</i>
• <i>Wave Propagation</i>
• <i>Damage Concentration</i>

Details

• CRID: 1390001205604802944
• NII Article ID: 130004752656
• NII Book ID: AN10438559
• DOI: 10.3130/aijs.78.453
• ISSN: 18818153
• ISSN: 13404202
• NDL BIB ID: 024335433
• Web Site: http://id.ndl.go.jp/bib/024335433
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I024335433
• Web Site: https://www.jstage.jst.go.jp/article/aijs/78/685/78_453/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed