STUDY ON ESTIMATING DENSITY OF COLUMNS IN TRADITIONAL TIMBER BUILDINGS BY NON-DESTRUCTIVE TEST
Author:
Affiliation:
1. Dept. of Architecture and Architectural Eng., Kyoto Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/27/66/27_708/_pdf
Reference10 articles.
1. 1) 符栄吉 , 飯島爽太 , 杉野未奈 , 林康裕 :衝撃弾性波によるヒノキ柱の非破壊試験法の提案 , 日本建築学会学術講演梗概集 , 構造Ⅲ , pp.7-8, 2020.9.
2. 2) Hayami, N., Murase, S., Sugino, M., and Hayashi, Y. : Study on estimating material properties of large diameter wood with non-destructive test using impact elastic waves, AIJ Journal of Technology and Design, Vol. 24, No. 57, pp.649-654, 2018 (in Japanese) 速水紀文 , 村瀬詩織 , 杉野未奈 , 林康裕 , 衝撃弾性波を用いた大径木材の完全非破壊型材料特性推定に関する研究 , 日本建築学会技術報告集 , 第 24 巻 , 第57 号 , pp.649-654, 2018.
3. 3) Low, K. H. : Comparisons of experimental and numerical frequencies for classical beams carrying a mass in-span, International Journal of Mechanical Sciences, Vol.41, pp.1515-1531, 1999.
4. 4) Skrinar, M. : On elastic beams parameter identification using eigenfrequencies changes and the method of added mass, Computational Material Science Vol.25, pp.207-217, 2002.
5. 5) Turker, T. and Bayraktar, A. : Structural parameter identification of fixed end beams by inverse method using measured natural frequencies, Shock and Vibration, Vol.15, pp.505-515, 2008.
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1. Application of a bending vibration method without weighing specimens to the practical wooden members conditions;Journal of Wood Science;2022-06-28
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