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2002 Fiscal Year Final Research Report Summary

The investigation of the DOL (Duration of Load) effect to the timber structure in consideration of the influence of environmental conditions

Research Project

Project/Area Number 11460082
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field 林産学
Research InstitutionAkita Prefectural University

Principal Investigator

IIJIMA Yasuo  Akita Prefectural University, Institute of Wood Technology, Professor, 木材高度加工研究所, 教授 (10279507)

Co-Investigator(Kenkyū-buntansha) OKAZAKI Yasuo  Akita Prefectural University, Institute of wood Technology, Professor, 木材高度加工研究所, 講師 (70279511)
HIRASHIMA Yoshihiko  Nagoya University, Faculty of Agriculture, Professor, 大学院・農学研究科, 教授 (30208821)
NAKAMURA Noboru  Niigata University, Faculty of Agriculture, Professor, 農学部, 教授 (30180384)
NAKATANI Hiroshi  Toyama Prefectural Forest and Forest-Products Research Center, Section chief, 製品開発課, 課長
ARATAKE Shiro  Miyazaki Prefectural Wood Utilization Research Center, The vice-manager, 木材加工部, 副部長
Project Period (FY) 1999 – 2002
KeywordsDuration of Load / damage accumulation / degradation of strength / estimated-usable period / Creep / the probability of variables / Limit State Designing method / biological attack
Research Abstract

The purpose of this research is to establish the method of designing the timber structure where reliability is guaranteed over a long period of time. In the member of a timber structure, when physical partial damage of wood accumulates with the increase in load time also under comparatively mild atmosphere conditions, an on-the-strength performance falls gradually. DOL (Duration of Load) factor is the allowable stress adjusting method for such influence.
However, in Japan, annual change of environmental factors, such as temperature and humidity, changes greatly with areas. Therefore, introduction of this system which made only physical external force the index may produce the difference by the environment of an area in the resistance or deformation of structure.
Moreover, by the Limit State Designing method which becomes the mainstream of the future timber structure designing method, both load and resistance of structure are dealt with as a random variable according to the estimated usable period of a structure. However, the relation between time progress and on-the-strength reduction is not clear.
Therefore, research on the following three items was done in this research.
1.Experimental investigation of DOL effect to timber structure in consideration of influence of environmental conditions
2.The influence prediction to strength degradation by biological attack
3.Creation of simulation model of degradation of strength required for establishment of Limit State Designing Method Consequently, it was suggested that the function model in consideration of probability could express the tendency of the strength degradation of members by DOL and biological attack. The effect by the environmental factor is considered that the further analysis is required although judged as what the influence cannot disregard from the collected data.

  • Research Products

    (25 results)

All Other

All Publications (25 results)

  • [Publications] 池田潔彦: "スギ平角材の曲げ強度性能評価法に関する2、3の考察"日本建築学会大会梗概集. C-1. 17-18 (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 中谷 浩: "スギ柱材の座屈と限界細長比"日本建築学会大会梗概集. C-1. 63-64 (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 荒武志朗: "自然環境化における各種中断面部材のクリープ(I)住宅の耐用年数を考慮した将来の変形予測"木材学会誌. 48(4). 233-240 (2002)

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      「研究成果報告書概要(和文)」より
  • [Publications] 岡崎泰男: "温湿度変動下における実大スギ梁材のクリープ変形挙動"日本建築学会大会梗概集. C-1. 21-22 (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 岡崎泰男: "温湿度変動下における実大スギ梁材のクリープ変形挙動(その2)実験式の考案"日本建築学会大会梗概集. C-1. 25-26 (2002)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 飯島泰男: "土木構造用木材の耐用年数評価について(3)環境要因の影響に関する考察"木材学会大会要旨. 563 (2002)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 中谷 浩: "100年使用された民家の構造特性(その2)柱位置による強度の差異"日本建築学会大会梗概集. C-1. 413-414 (2002)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 中村 昇: "限界状態設計法に向けた強度データ解析(第3報)構造用製剤の曲げ材における信頼性指標と設計点"木材学会誌. 46(1). 32-36 (2000)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 飯島泰男: "「木質構造の限界状態設計」に対する獲得性値の検討"建築学会大会梗概集. C-1. 229-230 (2000)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 平嶋義彦: "木造トラスの信頼性解析"木材学会誌. 48(2). 98-106 (2002)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 平嶋義彦: "木質構造限界状態設計指針(案)について"建築学会大会梗概集. C-1. 283-284 (2003)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 平嶋義彦: "日本建築学会:木質構造限界状態設計指針(案)・同解説"丸善. 374 (2003)

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      「研究成果報告書概要(和文)」より
  • [Publications] Ikeda K.: "A Few Remarks on Bending Strength Properties an its Estimation Method of Sugi Sawn Large Dimension Timber"Summaries of Technical Papers of Annual Meeting, AIJ. C-1. 217-218 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Nakastani, H.: "Buckling of Sugi Columns and Critical slenderness Ratio"Summaries of Technical Papers of Annual Meeting, AIJ. C-1. 63-64 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Aratake, S.: "Creep of Various Structural Members in Ambient Conditions I. Estimation of future deflections considering the longevity of wooden structures"Mokuzai Gakkaishi. 48(4). 233-240 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Okazaki Y.: "Creep of Behavior of Sugi Beam under Changes in Ambient Temperature and Humidity (Part 1/2)"Summaries of Technical Papers of Annual Meeting, AIJ. C-1. 25-26 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Okazaki Y.: "Creep of Behavior of Sugi Beam under Changes in Ambient Temperature and Humidity (Part 1/2)"Summaries of Technical Papers of Annual Meeting, AIJ. C-1. 21-22 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Iijima, Y.: "About life evaluation of the wood for engineering-works structures (3) Consideration about the influence of an environmental factor"Summaries of Technical Papers of Annual Meeting, JWRS. 563 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Nakatani, H.: "Construction Characteristics of the Domestic House that has been used for 100 years (Part2)"Summaries of Technical Papers of Annual Meeting, AIJ. C-1. 413-414 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Nakamura, N.: "Analysis of the strength data of wood structures on limit states design III : Reliability index and design point on bending strength of structural lumber"Mokuzai Gakkaishi. 46(1). 32-36 (2000)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Iijima, Y.: "Some Examinations on the Characteristic Values of Structural Timber for Limit State Design"Mokuzai Gakakishi. 48(2). 98-106 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Hirashima, Y.: "reliability Analysis of Timber Trusses"Mokuzai Gakkaishi. 48(2). 257-265 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Horie, K.: "Analysis of the strength data of wood structures on limit states design IV : Load and resistance factors flexural strength of structural lumber"Mokuzai Gakkaishi. 48(4). 257-265 (2002)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Hirashima, Y.: "On Developing A Japanese Limit State Design"Summaries of Technical Papers of Annual Meeting, AIJ. C-1. 283-284 (2003)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Hirashiam, Y.: "Recommendation for Limit State Design of Timber Structures (Draft)"Publications by Architectural Institute of Japan (Maruzen). 1-374 (2003)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 2005-04-19  

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