近畿大学次世代基盤技術研究所報告 Vol. 5（2014）67－72ఏ⤫ⓗᮌ㐀ᘓ⠏࡟࠾ࡅࡿ᥋ྜ㒊ࡢຊᏛⓗ≉ᛶ࡟㛵ࡍࡿ◊✲
Study on Mechanical Properties of the Joint in Traditional Wooden Building◊✲௦⾲⪅ ᕤᏛ㒊ᘓ⠏Ꮫ⛉*1  ෸ᩍᤵ ᯇᮏ ៅஓ                 Shinya Matsumoto
There are various wooden buildings based on the craftsmanship in Japan. The unified
structural design method for the traditional wooden buildings has still not been established,because of the variation of the material and the complexity for connection including the detailsof processing. Therefore, it has been required that the development of seismic design method
and seismic reinforcement method for traditional wooden buildings. In this study, we focusedon the technology of traditional building construction method in Japan. And, it is intended tobuild a basic technology to support effective utilization of wood by elucidating experimentallythe structural mechanism.
Keywords: Timber joints, Anisotropy, Elasto-plastic analysis, Finite element method㸬ࡣࡌࡵ࡟
ᮌᮦࡣ␗᪉ᛶᮦᩱ࡛࠶ࡾ㸪ࡑࡢᙉᗘ≉ᛶࡸ⪏ೃᛶ㸪⪏ⅆᛶ㸪ㄪ‵ᛶ࡞࡝ࡢ≉ᛶࢆ༑ศ⪃៖ࡋࡓ࠺࠼࡛ᵓ㐀ᮦᩱ࡜ࡋ࡚౑⏝ࡋ࡞ࡅࢀࡤ࡞ࡽ࡞࠸㸬ᮏ◊✲ࡣᮌ㉁ᵓ㐀㒊ᮦ࡟࠾ࡅࡿ㧗⢭ᗘゎᯒᢏ⾡ࢆᵓ⠏ࡍࡿࡓࡵ࡟ᇶ♏ⓗ࡞௙ཱྀ᥋ྜ㒊ࢆ᭷ࡍࡿᮌ㉁ᘓ⠏ᯫᵓࡢຍຊ◚ቯヨ㦂ࢆᐇ᪋ࡋ㸪
ᮌ㉁ᵓ㐀㒊ᮦ࡟࠾ࡅࡿゎᯒᢏ⾡ࡢ㧗ᗘ໬࠾ࡼࡧᮌ㉁ᵓ㐀㒊ᮦࡢ᭷ຠά⏝ࢆ᳨ウࡍࡿࡶࡢ࡛࠶ࡿ㸬ᡃࡀᅜࡣྂࡃ࠿ࡽᮌ㐀ᩥ໬ࡀ┒ࢇ࡛࠶ࡾ㸪໶ࡢᢏ࡟ᇶ࡙ࡃᵝࠎ࡞ᮌ㐀ᘓ⠏≀ࡀᏑᅾࡍࡿ㸬ࡋ࠿ࡋ࡞ࡀࡽ㸪ࡇࢀࡽࡢఏ⤫ᮌ㐀ᘓ⠏≀࡛ࡣ㸪ᮌᮦ≉᭷ࡢᮦᩱ≉ᛶࡢࡤࡽࡘࡁࡸᮌ⤌ࡳ᥋ྜ㒊ࡢ」㞧ࡉ࡞࡝࠿ࡽ㸪᥋ྜ㒊࡞࡝ࡢຍᕤ㒊ࡢࢹ࢕ࢸ࣮ࣝࢆྵࡵࡓ⥲ྜⓗ㸪⤫୍ⓗ࡞ᵓ㐀タィἲࡣ㸪࠸ࡲࡔ☜❧ࡉࢀ࡚࠸࡞࠸㸬ࡺ࠼࡟ᮌᮦࡢࡶࡘ฼Ⅼࡣ⌮ゎࡉࢀ࡚࠸ࡿࡶࡢࡢ㸪⌧ᅾ㸪ఏ⤫ᮌ㐀ᘓ⠏≀ࡢ᪂⠏ࡸᨵಟ࡞࡝ࡀ㞴ࡋ࠸≧ἣ࡟࠾࠿ࢀ࡚࠸ࡿ㸬ࡲࡓ㸪኱ᆅ㟈ࡢⓎ⏕ࡀண᝿ࡉࢀࡿ≧ἣ࡟࠾࠸࡚ఏ⤫ᵓἲ࡟㐺ࡋࡓ⪏㟈タィἲ࣭⪏㟈⿵ᙉἲࡢ㛤Ⓨࡀᛴົ࡜࡞ࡗ࡚࠸ࡿ㸬ᮌᮦࡣ㕲ࡸ࢔࣑ࣝࢽ࣒࢘࡞࡝ࡢᮦᩱ࡟ẚ࡭㸪ᮦᩱࡢ〇㐀࣭ຍᕤ࡟ᚲせ࡞࢚ࢿࣝࢠ࣮㔞ࡸ࢚ࢿࣝࢠ࣮ᾘ㈝࡟࡜ࡶ࡞࠺஧㓟໬Ⅳ⣲ࡢⓎ⏕㔞ࡀᑡ࡞ࡃ㸪┬࢚ࢿࣝࢠ࣮ᮦᩱ࡛࠶ࡿ࡜ゝ࠼㸪௒ᚋ㸪ࡑࡢ᭷ຠ฼⏝࡟ࡼࡿ⎔ቃ㈇Ⲵࡢ㍍ῶ
ࡀᮇᚅࡉࢀ࡚࠸ࡿᮦᩱ࡛࠶ࡿ㸬*ཎ✏ཷ௜ 2014 ᖺ 5 ᭶ 12 ᪥
*1 ࠛ739-2116 ᮾᗈᓥᕷ㧗ᒇ࠺ࡵࡢ㎶ 1 ␒ᮏ◊✲࡛ࡣ㸪ᡃࡀᅜࡢఏ⤫ⓗ࡞ᘓ⠏ᵓἲࡢᢏ⾡࡟ὀ┠ࡋ㸪ᮌ⤌ࡳ௙ཱྀ࣭᥋ྜ㒊࡞࡝ࡢࡵࡾ㎸ࡳࡸ⪏ຊⓎ⌧ࡢ࣓࢝ࢽࢬ࣒ࢆᐇ㦂ⓗ࡟ゎ᫂ࡍࡿࡇ࡜࡛㸪ᮌᮦࡢ᭷ຠ฼⏝ࢆᨭ࠼ࡿᇶ♏ᢏ⾡ࢆᵓ⠏ࡍࡿࡇ࡜ࢆ┠ⓗ࡜ࡋ࡚࠸ࡿ㸬㸬ᕪ㬞ᒃ᥋ྜ㒊ࡢᐇ㦂 ᅗ 1 ࡟♧ࡍ඾ᆺⓗ࡞ఏ⤫ᵓἲᮌ㐀ఫᏯ࡟࠾ࡅࡿព໶ᛶࡢ␗࡞ࡿ᥋ྜ㒊㸦ᕪ㬞ᒃ㸧ࢆᑐ㇟࡟せ⣲ᐇ㦂ࢆ⾜࠺㸬ヨ㦂య㸰ヨ㦂య㸯ᅗ 1. ఏ⤫ᵓἲᮌ㐀ఫᏯ ᮏ◊✲࡛ࡣ㸪ᅗ 2㸪 ᅗ 3 ࡟♧ࡍ 2 ✀㢮ࡢ௙ཱྀ᥋ྜ㒊ヨ㦂యࢆసᡂࡋ㸪ࡑࡢ᭤ࡆ⪏ຊ≉ᛶࢆᐇ㦂࡟ࡼࡾ᳨ウࢆ⾜࠺㸬ࡲࡓ㸪ᛶ⬟ẚ㍑ࡢࡓࡵ࡟㸪௙ཱྀ᥋ྜ㒊࡟ᶞ⬡᥋╔๣ࢆሬᕸࡋ࡚᥋╔ࡋࡓ㝿ࡢ⪏ຊ≉ᛶ࡟ࡘ࠸࡚ࡶヨ㦂యࢆࡑࢀࡒࢀసᡂࡋ㸪ࡑࡢ⪏ຊ≉ᛶࢆ᳨ウࡋࡓ㸬ᅗ 4㸪ᅗ 5 ࡟ྛヨ㦂యᅗ㠃ࢆ♧ࡍ㸬ࡲࡓ㸪⾲ 1 ࡟ヨ㦂య୍ぴࢆ♧ࡍ㸬  E-Mail matsumoto@hiro.kindai.ac.jp－ 67 －








ȭȭȭ ȭ
 ȭ ȭ



ࣄࣀ࢟㞟ᡂᮦ()


ᅗ 2. ヨ㦂య 1㸦ᑠ᰿࡯ࡒ㰯ᰦ⥾࣭኱ධ௙ᵝ㸧኱ධṆ $

$   ȭ ȭȭ ȭ  ȭ ȭ

        ȭ ȭ$$ ᩿㠃



ᅗ 3. ヨ㦂య 2㸦㞠⽥㌴▱ᰦ⥾࣭኱ධ௙ᵝ㸧   ᅗ 5. ヨ㦂య 2㸦㞠⽥㌴▱ᰦ⥾࣭኱ධ௙ᵝ㸧 ヨ㦂యࡣ㸪ࡑࢀࡒࢀྛ 1 యసᡂࡋࡓ㸦෗┿ 1㸪෗┿ 2ཧ↷㸧㸬ȭȭ኱ධṆࣄࣀ࢟㞟ᡂᮦ()
0࣎ࣝࢺ



࣋࢖࣐ࢶ㞟ᡂᮦ()
 㰯ᰦ㸦࢝ࢩ㸧 ȭ ȭȭ ȭ

኱ධṆ $



$



 ෗┿ 1. ヨ㦂య 1㸦ᑠ᰿࡯ࡒ㰯ᰦ⥾࣭኱ධ௙ᵝ㸧  ȭ ȭ

  ȭ ȭ

    ȭ ȭȭ ȭ

$$ ᩿㠃


   ᅗ 4. ヨ㦂య 1㸦ᑠ᰿࡯ࡒ㰯ᰦ⥾࣭኱ධ௙ᵝ㸧⾲ 1. ヨ㦂య୍ぴヨ㦂య 1ヨ㦂య 2ヨ㦂య 3ヨ㦂య 4௙ᵝᑠ᰿࡯ࡒ㰯ᰦ⥾㞠⽥㌴▱ᰦ⥾
ᑠ᰿࡯ࡒ㰯ᰦ⥾㞠⽥㌴▱ᰦ⥾ᶞ⬡᥋╔๣
࡞ࡋ
࡞ࡋ
࠶ࡾ
࠶ࡾ
෗┿ 2㸬ヨ㦂య 2㸦㞠⽥㌴▱ᰦ⥾࣭኱ධ௙ᵝ㸧－ 68 －

㌴▱ᰦ㸦࢝ࢩ㸧㞠⽥࡯ࡒ0࣎ࣝࢺ



࣋࢖࣐ࢶ㞟ᡂᮦ()


㸬ᐇ㦂᪉ἲ Ⲵ㔜ࡣࣁ࢖ࣈࣜࢵࢻ࢔ࢡࢳ࢚࣮ࣗࢱ㸦᭱኱ຍຊ 300kN㸪᭱኱ࢫࢺ࣮ࣟࢡ 800mm㸧࡟ࡼࡾ㸪ṇ㈇ࡢ⧞ࡾ㏉ࡋỈᖹຊࢆ୚࠼ࡓ㸬ຍຊࢫࢣࢪ࣮ࣗࣝࡣ㸪⧞ࡾ㏉ࡋᒚṔࡣぢ࠿ࡅࡢࡏࢇ᩿ኚᙧゅࡀ 1/500㸪1/350㸪1/250㸪1/175㸪1/120㸪
1/85㸪1/60㸪1/45㸪1/30㸪1/20rad ࡢṇ㈇ኚᙧゅ࡜ࡋ㸪ヨ㦂యࡢ◚ቯᛶ≧ࢆほᐹࡋࡓ㸬෗┿ 3 ࡟ຍຊ⿦⨨ࢆ♧ࡍ㸬8᭤䛢䝰䞊䝯䞁䝖(kNm)

6
4
2
0-0.1

-0.05

0

0.05

0.1

0.15

-2
ヨ㦂య1-4ヨ㦂య2-6┦ᑐᅇ㌿ゅ(rad)ᅗ 6. ᭤ࡆ࣮࣓ࣔࣥࢺ-┦ᑐᅇ㌿ゅ㛵ಀ෗┿ 3. ຍຊ⿦⨨㸬ᐇ㦂⤖ᯝ
ᅗ 6 ࡟ྛヨ㦂య࡟ຍຊࡋࡓ㝿ࡢ᭤ࡆ࣮࣓ࣔࣥࢺ-┦ᑐᅇ㌿ゅ㛵ಀࢆ♧ࡍ㸬ᅗࡼࡾ㸪ṇഃ࡜㈇ഃ࡛᥋ྜ㒊ࡢ⪏ຊ≉ᛶࡀ␗࡞ࡿࡇ࡜ࡀࢃ࠿ࡿ㸬ࡇࢀࡣ㸪᥋ྜ㒊ࢹ࢕ࢸ࣮ࣝࡢ㠀ᑐ⛠ᛶ࡟㉳ᅉࡍࡿࡶࡢ࡛࠶ࡿ㸬ヨ㦂య 1 ࡜ヨ㦂య 2 ࢆẚ㍑ࡍࡿ࡜㸪ึᮇࡢ⪏ຊ≉ᛶ࡟ᕪࡀ࠶ࡾ㸪ヨ㦂య 1 ࡣヨ㦂య 2 ࡟ẚ࡭ึᮇ๛ᛶࡀ㧗࠸ࡇ࡜ࡀ☜ㄆࡉࢀࡓ㸬ࡇࡢ࡜ࡁ㸪ྛヨ㦂యࡢኚᙧゅ 1/200rad ᫬ࡢᅇ㌿๛ᛶࢆ⾲ 2 ࡟♧ࡍ㸬ࡲࡓ㸪᭱኱᭤ࡆ⪏ຊࡣヨ㦂య 1 ࡀ 6.01kNm ࡛࠶ࡾ㸪ヨ㦂య 2 ࡀ 5.33kNm ࡛࠶ࡗࡓ㸬෗┿ 4. ヨ㦂య 1 ࡢ⤊ᒁ≧ἣ

⾲ 2. ᥋ྜ㒊ࡢึᮇ๛ᛶ

1/200rad ᫬ᅇ㌿๛ᛶヨ㦂య 1ヨ㦂య 2

98.0
220.0

28.0
126.0

(kNm/rad)ᘬࡁഃᢲࡋഃ ヨ㦂య 1 ࡢ⤊ᒁ≧ែࢆ෗┿ 4 ࡟♧ࡍ㸬ࡲࡓ㸪ヨ㦂యゎయ᫬ࡢ㰯ᰦࡢ≧ἣ㸦ᢡࢀ᭤ࡀࡾᦆയ㸧ࢆ෗┿ 5 ࡟♧ࡍ㸬

෗┿ 5. 㰯ᰦࡢᢡࢀ᭤ࡀࡾ㸦ヨ㦂య 1㸧

 ヨ㦂య 2 ࡢ⤊ᒁ≧ែࢆ෗┿ 6 ࡟♧ࡍ㸬㞠⽥࡜࡯ࡒຍᕤ⁁࡜ࡢ㛫࡟኱ࡁ࡞࢞ࢱࢶ࢟ࡀ⏕ࡌ࡚࠸ࡓ㸦෗┿ 7 ཧ↷㸧㸬－ 69 －

⾲ 3. ᶞ⬡᥋╔๣ࡢᡂศရྡ
ᶞ⬡
(୺ᡂศ)
◳໬ಁ㐍
๣(⪏⇕ᛶ⬟ྥୖ)ࣉࣛ࢖࣐ῧຍ๣

෗┿ 6. ヨ㦂య 2 ࡢ⤊ᒁ≧ἣ(⢓ᛶῶᑡ)᥋╔ࢳࢡࢯ๣(ࢱࣞ㜵Ṇ)
᥋╔ቑ⢓๣ᡂศ≧ែࢫࢳࣞࣥ㺪㺽㺵㺐㺭௙ᵝ

㺨㺽㺡௙ᵝ

ᾮయ

100 㒊

100 㒊

ᾮయ

0.7 㒊

0.7 㒊

ᾮయ

5㒊࢟ࢩࣞࣥ㸪࢚ࢳࣝ࣋ࣥࢮࣥࢪ࢚ࢳࣞࣥࢢࣝࢥ࣮ࣝࢪ࣓ࢱࢡ࣮ࣜࣞࢺ᧕Ỉᛶᚤ⢊ᮎ㸦ࢩࣜ࢝㸧࢞ࣛࢫ⢊⣮య

6㒊

⣮య

50 㒊

ࣁ࢖ࢻࣟࣃ
◳໬๣

ᶆ‽ㄪྜ(㒊)࣮࢜࢟ࢧ࢖ࢻᾮయ

㐺ṇ㔞㐺ṇ㔞

0.5㹼3 㒊0.5㹼3 㒊

㸦35㹼5Υ㸧 㸦35㹼5Υ㸧෗┿ 7. 㞠⽥ࡢ࢞ࢱࢶ࢟㸦ヨ㦂య 2㸧㸬ᶞ⬡᥋╔๣ ᮏ◊✲࡛౑⏝ࡋࡓ᥋╔๣ࡢ୺ᡂศࡣ࢚࣏࢟ࢩ࢔ࢡࣜࣞ
࣮ࢺ㸦ࣅࢽ࢚ࣝࢫࢸࣝ㸧ᶞ⬡࡛࠶ࡾ㸪⢓ᛶཬࡧࢳࢡࢯᛶ
ࢆㄪᩚࡍࡿࡇ࡜࡛୺๣ࢆㄪྜࡋࡓ㸬⾲ 3 ࡟ᮏ◊✲࡛౑⏝ࡋࡓᶞ⬡᥋╔๣ࡢㄪྜᡂศࢆ♧ࡍ㸬ࡇࡢ࡜ࡁ㸪⢓ᛶࡢప࠸ࣉࣛ࢖࣐௙ᵝ࡜⢓ᛶࡢ㧗࠸ࣃࢸ௙ᵝࡢ 2 ✀㢮ࢆㄪྜࡋ㸪඘ሸᛶࢆ⪃៖ࡋ࡚㸪᥋ྜ㒊ࡢ㝽㛫࡟ሬᕸࡍࡿࡇ࡜࡜ࡋࡓ㸬෗┿ 8㸪෗┿ 9 ࡟ᶞ⬡᥋╔๣ࡢ୺๣ࢆ♧ࡍ㸬ࡲࡓ㸪෗┿10㸪෗┿ 11 ࡟ヨ㦂య 3㸪ヨ㦂య 4 ࡢ᪋ᕤ㢼ᬒࢆ♧ࡍ㸬 ᅗ 7㸪ᅗ 8 ࡟ྛヨ㦂య࡟ຍຊࡋࡓ㝿ࡢ᭤ࡆ࣮࣓ࣔࣥࢺ┦ᑐᅇ㌿ゅ㛵ಀࢆ♧ࡍ㸬ᅗࡼࡾ㸪ᶞ⬡᥋╔๣ࡢ᭷↓࡟ࡼࡗ࡚㸪᥋ྜ㒊ࡢึᮇ๛ᛶࡀ኱ᖜ࡟ᨵၿࡉࢀ࡚࠸ࡿࡇ࡜ࡀࢃ࠿ࡿ㸬ࡋ࠿ࡋ࡞ࡀࡽ㸪᭤ࡆ᢬ᢠ࡟ᑐࡍࡿ᭱኱⪏ຊࡢྥୖࡣぢࡽࢀ࡞࠿ࡗࡓ㸬ࡇࡢ࡜ࡁ㸪ྛヨ㦂యࡢኚᙧゅ
1/200rad ᫬ࡢᅇ㌿๛ᛶࢆ⾲ 4 ࡟♧ࡍ㸬ࡲࡓ㸪ᅗ 9 ࡟᥋ྜ㒊ࡢᅇ㌿๛ᛶࡢẚ㍑ࢆࢢࣛࣇ࡛♧ࡍ㸬 ෗┿ 12㸪෗┿ 13 ࡟ヨ㦂య 3㸪ヨ㦂య 4 ࡢ⤊ᒁ≧ἣࢆ♧ࡍ㸬෗┿ 8. ࣉࣛ࢖࣐௙ᵝࡢ୺๣෗┿ 9. ࣃࢸ௙ᵝࡢ୺๣

－ 70 －

෗┿ 10. ヨ㦂య 3 ᪋ᕤ㢼ᬒ

ᅗ 8. ᭤ࡆ࣮࣓ࣔࣥࢺ-┦ᑐᅇ㌿ゅ㛵ಀ㸦ヨ㦂య 2㸪4㸧
⾲ 4. ᥋ྜ㒊ࡢึᮇ๛ᛶ

1/200rad ᫬ᅇ㌿๛ᛶ(kNm/rad)
ᘬࡁഃ
ᢲࡋഃ

ヨ㦂య
1ヨ㦂య
2ヨ㦂య
3ヨ㦂య
4

98.0
220

28.0
126

600
840

3001120෗┿ 11. ヨ㦂య 4 ᪋ᕤ㢼ᬒ

ᅗ 9. ᥋ྜ㒊ࡢᅇ㌿๛ᛶ㸦1/200rad ᫬㸧ᅗ 7. ᭤ࡆ࣮࣓ࣔࣥࢺ-┦ᑐᅇ㌿ゅ㛵ಀ㸦ヨ㦂య 1㸪3㸧෗┿ 12. ヨ㦂య 3 ࡢ⤊ᒁ≧ἣ

－ 71 －

(4) ᯇᮏៅஓ㸪㕥ᮌ⚈அ㸪͆❧యᯫᵓࣔࢹࣝࢆ⏝࠸ࡓఏ⤫ᵓἲᮌ㐀ᘓ≀ࡢᆅ㟈ᛂ⟅ゎᯒ࡟㛵ࡍࡿ◊✲͇㸪➨ 5 ᅇ᪥ᮏᆅ㟈ᕤᏛ఍኱఍㸪(2007-11)㸪pp.292-293

෗┿ 13. ヨ㦂య 4 ࡢ⤊ᒁ≧ἣ㸬ࡲ࡜ࡵ ఏ⤫ᮌ㐀ᘓ⠏࡟࠾ࡅࡿ᥋ྜ㒊ࡢព໶ᛶ࡜⪏ຊ≉ᛶࡢ㛵ಀ࡟ࡘ࠸࡚ࡢᐇ㦂ࡢᡂᯝࢆ㏙࡭ࡓ㸬ఏ⤫ᵓἲ௙ཱྀ࡛ࡣຍᕤ㒊ࡢࡵࡾ㎸ࡳ࡟ࡼࡿኚᙧ࡟ࡼࡾ㸪኱ࡁ࡞ኚᙧᛶ⬟ࢆ♧ࡍࡇ࡜ࡀ♧ࡉࢀࡓ୍᪉࡛㸪ึᮇ๛ᛶࡀపࡃ࡞ࡿࡇ࡜ࡀ☜ㄆࡉࢀࡓ㸬ࡲࡓ௙ཱྀຍᕤᙧ≧ࡢ㠀ᑐ⛠ᛶ࡟ࡼࡗ࡚㸪ᢲࡋഃ࡜ᘬࡁഃ࡛≉࡟ึᮇኚᙧ᫬࡟࠾ࡅࡿ๛ᛶࡢ≉ᛶࡀ␗࡞ࡿࡇ࡜ࡀ☜ㄆࡉࢀࡓ㸬ࡲࡓ㸪ᶞ⬡᥋╔๣ࢆ᥋ྜ㒊࡟඘ሸࡍࡿࡇ࡜࡛㸪ẚ㍑ⓗᑠࡉ࡞ኚᙧࣞ࣋ࣝ㸦ᅇ㌿ゅ 1/200rad௨ୗ㸧࡟࠾ࡅࡿ᥋ྜ㒊ࡢᅇ㌿๛ᛶࡢྥୖࡀ☜ㄆࡉࢀࡀ㸪᭤ࡆ᢬ᢠ࡟ᑐࡍࡿ᭱኱⪏ຊࡢྥୖࡣぢࡽࢀ࡞࠿ࡗࡓ㸬ㅰ㎡ᮏ◊✲ࡣᖹᡂ 25 ᖺᗘྂᕝᢏ⾡᣺⯆㈈ᅋ◊✲ຓᡂ࡟ࡼࡗ࡚ᐇ᪋ࡋࡲࡋࡓ㸬ࡇࡇ࡟グࡋ࡚ㅰពࢆ⾲ࡋࡲࡍ㸬ཧ⪃ᩥ⊩(1) Shinya Matsumoto,Yoshiyuki Suzuki, “NumericalExamples of Traditional Timber Building Using
Frame Analysis with Semi-Rigid Spring Elements”,
International Symposium on Disaster Simulation& Structural Safety in the Next Generation 2011
(DS'11), SESSION B2: Wooden Structure, (2011-9),
pp.89-92(2) Shinya Matsumoto, Yoshinobu Fujitani, Yoshiyuki
Suzuki, “Study on the numerical analysis forstructural detail of timber frame based on partial
compressive strain behavior of the joints”, WCTEWorld Conference on Timber Engineering 2010, Vol.
IV, (2010-6), pp.1001-1002(3) ᯇᮏៅஓ㸪ග஭࿘ᖹ㸪㏆⸨୍ኵ㸪㕥ᮌ⚈அ㸪⸨㇂⩏ಙ㸪͆ఏ⤫ᮌ㐀ᘓ⠏≀ࡢ௙ཱྀࢹ࢕ࢸ࣮ࣝࡢࡵࡾ㎸ࡳᣲືࢆ⪃៖ࡋࡓࣔࢹࣝ໬࡟ࡼࡿゎᯒᡭἲ͇㸪➨ 13 ᅇ᪥ᮏᆅ㟈ᕤᏛࢩ࣏ࣥࢪ࣒࢘㸪(2010-11)㸪pp.2096-2100－ 72 －