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92

93

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ Ⲵ㔜㸫ኚ఩㛵ಀ㸦TB-El Centro 500 gal㸧

ᘬࡁ࣎ࣝࢺ᥋ྜᆺ ᫬้ᛂ⟅ኚ఩㸦TB-El Centro 500 gal㸧

6.3.1 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿྛヨ㦂యࡢⲴ㔜㸫ኚ఩㛵ಀ࡜᫬้ᛂ⟅ኚ఩

94

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ Ⲵ㔜㸫ኚ఩㛵ಀ㸦TB-BSL 580 gal㸧

ᘬࡁ࣎ࣝࢺ᥋ྜᆺ ᫬้ᛂ⟅ኚ఩㸦TB-BSL 580 gal㸧

6.3.1 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿྛヨ㦂యࡢⲴ㔜㸫ኚ఩㛵ಀ࡜᫬้ᛂ⟅ኚ఩

95

ࣅࣅࢫ␃ࡵ᥋ྜᆺ Ⲵ㔜㸫ኚ఩㛵ಀ㸦V16-JMA KOBE NS 500 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ ᫬้ᛂ⟅ኚ఩㸦V16-JMA KOBE NS 500 gal㸧

6.3.1 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿྛヨ㦂యࡢⲴ㔜㸫ኚ఩㛵ಀ࡜᫬้ᛂ⟅ኚ఩

96

ࣅࣅࢫ␃ࡵ᥋ྜᆺ Ⲵ㔜㸫ኚ఩㛵ಀ㸦V16-El Centro 500 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ ᫬้ᛂ⟅ኚ఩㸦V16-El Centro 500 gal㸧

6.3.1 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿྛヨ㦂యࡢⲴ㔜㸫ኚ఩㛵ಀ࡜᫬้ᛂ⟅ኚ఩

97

ࣅࣅࢫ␃ࡵ᥋ྜᆺ Ⲵ㔜㸫ኚ఩㛵ಀ㸦V16-BSL 580 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ ᫬้ᛂ⟅ኚ఩㸦V16-BSL 580 gal㸧

6.3.1 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿྛヨ㦂యࡢⲴ㔜㸫ኚ఩㛵ಀ࡜᫬้ᛂ⟅ኚ఩

98

6.4 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒࡢẚ㍑

௬ືⓗỈᖹຍຊᐇ㦂࡟࠾ࡅࡿⲴ㔜-ኚ఩㛵ಀ࠾ࡼࡧ᫬้Ṕᛂ⟅ゎᯒ⤖ᯝࡢẚ㍑ࢆᅗᅗ

6.4.1 ࡟♧ࡍࠋヨ㦂యࡀ 1 యࡢࡳ࡛࠶ࡿࡇ࡜࠿ࡽࠊᆅ㟈Ἴ࡟ࡼࡗ࡚ࡣኚᙧࡢ኱ࡁ࠸㒊ศ

࡛୙୍⮴ࡀぢࡽࢀࡿࡶࡢࡶ࠶ࡿࡀࠊࣅࢫ␃ࡵ᥋ྜᆺヨ㦂య࠾ࡼࡧᘬࡁ࣎ࣝࢺ᥋ྜᆺヨ㦂 య࡜ࡶ࡟ࠊゎᯒ⤖ᯝࡣᐇ㦂⤖ᯝࢆᴫࡡࡼࡃ⾲ࡋ࡚࠸ࡿࡼ࠺࡟ぢ࠼ࡿࠋBSLἼࡢධຊ࡛ࡣ

ࣅࢫ␃ࡵᆺヨ㦂య࡛ࠊᐇ㦂࣭ゎᯒ࡜ࡶ࡟᭱኱Ⲵ㔜௨㝆࡟Ỉᖹຊࡢపୗࡀぢࡽࢀࡓࡢ࡟ᑐ ࡋ࡚ࠊᘬࡁ࣎ࣝࢺᆺヨ㦂య࡛ࡣࡍ࡭࡚ࡢධຊἼ࡟ᑐࡋ࡚ࠊỈᖹຊࡣపୗࡏࡎୖ᪼ࢆ⥆ࡅ

ࡿഴྥࡀぢࡽࢀࡓࠋ࡞࠾ࠊBSLἼ࡟ᑐࡍࡿᘬࡁ࣎ࣝࢺᆺࡢゎᯒ⤖ᯝࡢࡳ⾲⾲6.2.1࡛ᐃࡵ

Dmaxࢆࢃࡎ࠿࡟ୖᅇࡗࡓࡀࠊࣃ࣓࣮ࣛࢱ࣮C3࡟ࡼࡿᙳ㡪ࡣ㝈ᐃⓗ࡜⪃࠼ࡽࢀࡿࠋ ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿᛂ⟅ኚ఩ࢆᅗᅗ6.4.2࡟ࠊ᭱኱ᛂ⟅

ኚ఩࡜Ⲵ㔜ࡢẚ㍑ࢆ⾲⾲6.4.1ࠊᅗ6.4.3࡟♧ࡍࠋEl Centro NSࢆ㝖ࡁࠊ௚ࡢධຊἼ࡛ࡣࠊ

᭱኱ᛂ⟅ኚ఩ࡢᐇ㦂್࡜ゎᯒ್ࡣẚ㍑ⓗࡼ࠸୍⮴ࡀぢࡽࢀࡓࠋEl Centro NS࡛ࡣࠊᐇ㦂

್ࡀィ⟬್࡜ẚ࡭࡚33㹼46%኱ࡁࡃ࡞ࡗࡓࠋ

ྠ୍ࡢゎᯒࣔࢹࣝ࡟ᑐࡋ࡚᭱኱ຍ㏿ᗘࢆኚ໬ࡉࡏ࡚᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟ࡼࡿࣃࣛ

࣓࣮ࢱ࣮ࢫࢱࢹ࢕ࢆ⾜࠸ࠊᘬࡁ࣎ࣝࢺ᥋ྜᆺ࠾ࡼࡧࣅࢫ␃ࡵ᥋ྜᆺ࡟ࡼࡿᙳ㡪࡟ࡘ࠸࡚

᳨ウࡋࡓࠋ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿ᝿ᐃࡋࡓᆅ㟈Ἴ࡜᭱኱ᛂ⟅ኚ఩ࡢ㛵ಀࢆᅗᅗ6.4.4

࡟♧ࡍࠋ

㉁㔞 5.1 t ࡜ࡋ࡚タィࡋࡓᘬࡁ࣎ࣝࢺ᥋ྜᆺ⪏ຊቨ࡜ࣅࢫ␃ࡵ᥋ྜᆺ⪏ຊቨࡣࠊ᭱኱

ᆅືຍ㏿ᗘࡀ኱ࡁࡃ࡞ࡿ࡯࡝ࠊ᭱኱ᛂ⟅ኚ఩ࡶ኱ࡁࡃ࡞ࡿഴྥࡀぢࡽࢀࡓࠋࡲࡓࠊ㟼ⓗ

Ỉᖹຍຊᐇ㦂࠿ࡽồࡵࡓ⤊ᒁኚ఩㸦Du㸧㸦ᘬࡁ࣎ࣝࢺᆺ࡛ࡣ⤊ᒁኚ఩ࡀ☜ㄆ࡛ࡁ࡞࠿ࡗ

ࡓࡓࡵ1/15rad.᫬ࡢኚ఩㸧࡟㐩ࡍࡿ᭱኱ᆅືຍ㏿ᗘࡣࠊᘬࡁ࣎ࣝࢺᆺ࡛ࡣ680 gal࡜࡞ࡿ

ࡢ࡟ᑐࡋࠊࣅࢫ␃ࡵᆺ࡛ࡣ࡯ࡰ800 gal࡜࡞ࡗࡓࠋࡇࡢࡇ࡜࠿ࡽࠊᆅືຍ㏿ᗘࡀ800 gal

⛬ᗘࡲ࡛࡛࠶ࢀࡤࠊABR ࣎ࣝࢺࢆ⏝࠸ࡎࣅࢫ␃ࡵ㔠≀ࡢࡳ࡟ࡼࡿ⪏ຊቨ࡟࠾࠸࡚ࡶࠊ ABR࣎ࣝࢺࢆ⏝࠸ࡓ⪏ຊቨ࡜ྠ➼௨ୖࡢᛶ⬟ࢆ᭷ࡍࡿࡶࡢ࡜⪃࠼ࡽࢀࡿࠋ

᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟⏝࠸ࡓゎᯒࣔࢹࣝࡣࠊCLT ⪏ຊቨࡢᆅ㟈᫬ᣲື㸦᚟ඖຊ≉ᛶ㸧

ࢆẚ㍑ⓗࡼࡃ⾲ࡋ࡚࠸ࡿࡀࠊ⬮㒊᥋ྜᙧᘧࠊᆅ㟈Ἴ࡟ࡼࡗ࡚ࡣㄗᕪࢆ⏕ࡌࡿྍ⬟ᛶࡀ࠶

ࡾࠊࡉࡽ࡟⢭ᐦ࡞ࣔࢹࣝࡢ᳨ウࡀᚲせ࡛࠶ࡿࠋ

99

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ 㸦TB-JMA KOBE NS 500 gal㸧

ᘬࡁ࣎ࣝࢺ᥋ྜᆺ 㸦TB-El Centro 500 gal㸧

6.4.1 ௬ືⓗỈᖹຍຊᐇ㦂࡟࠾ࡅࡿⲴ㔜-ኚ఩㛵ಀ࠾ࡼࡧ

᫬้Ṕᛂ⟅ゎᯒ⤖ᯝࡢẚ㍑

100

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ 㸦TB-BSL 580 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ㸦V16-JMA KOBE NS 500 gal㸧

6.4.1 ௬ືⓗỈᖹຍຊᐇ㦂࡟࠾ࡅࡿⲴ㔜-ኚ఩㛵ಀ࠾ࡼࡧ

᫬้Ṕᛂ⟅ゎᯒ⤖ᯝࡢẚ㍑

101

ࣅࣅࢫ␃ࡵ᥋ྜᆺ㸦V16-El Centro 500 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ㸦V16-BSL 580 gal㸧

6.4.1 ௬ືⓗỈᖹຍຊᐇ㦂࡟࠾ࡅࡿⲴ㔜-ኚ఩㛵ಀ࠾ࡼࡧ

᫬้Ṕᛂ⟅ゎᯒ⤖ᯝࡢẚ㍑

102

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ 㸦TB-JMA KOBE NS 500 gal㸧

ᘬࡁ࣎ࣝࢺ᥋ྜᆺ 㸦TB-El Centro 500 gal㸧

6.4.2 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿᛂ⟅ኚ఩ࡢẚ㍑

103

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ 㸦TB-BSL 580 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ㸦V16-JMA KOBE NS 500 gal㸧

6.4.2 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿᛂ⟅ኚ఩ࡢẚ㍑

104

ࣅࣅࢫ␃ࡵ᥋ྜᆺ㸦V16-El Centro 500 gal㸧

ࣅࢫ␃ࡵ᥋ྜᆺ㸦V16-BSL 580 gal㸧

6.4.2 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿᛂ⟅ኚ఩ࡢẚ㍑

105

6.4.1 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒࡢẚ㍑

6.4.2 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒࡢẚ㍑

ᐇ㦂್ ゎᯒ್ ᐇ㦂್ ゎᯒ್

㻶㻹㻭㻌㻷㼛㼎㼑㻌㻺㻿㻌㻡㻜㻜㼓㼍㼘 㻝㻣㻣㻚㻞 㻝㻠㻢㻚㻠 㻝㻚㻞㻝 㻞㻣㻚㻞㻜 㻞㻡㻚㻞㻜 㻝㻚㻜㻤 㻱㼘㻌㼏㼑㼚㼠㼞㼛㻌㻡㻜㻜㼓㼍㼘 㻝㻞㻣㻚㻣 㻥㻜㻚㻣 㻝㻚㻠㻝 㻞㻢㻚㻡㻟 㻞㻟㻚㻢㻝 㻝㻚㻝㻞 㻮㻿㻸㻌㻡㻤㻜㼓㼍㼘 㻝㻥㻞㻚㻝 㻝㻥㻞㻚㻜 㻝㻚㻜㻜 㻟㻜㻚㻡㻡 㻟㻜㻚㻝㻞 㻝㻚㻜㻝 㻶㻹㻭㻌㻷㼛㼎㼑㻌㻺㻿㻌㻡㻜㻜㼓㼍㼘 㻤㻞㻚㻞 㻤㻢㻚㻠 㻜㻚㻥㻡 㻠㻝㻚㻟㻝 㻟㻥㻚㻤㻝 㻝㻚㻜㻠 㻱㼘㻌㼏㼑㼚㼠㼞㼛㻌㻡㻜㻜㼓㼍㼘 㻡㻥㻚㻣 㻠㻜㻚㻢 㻝㻚㻠㻣 㻟㻜㻚㻥㻜 㻞㻢㻚㻜㻣 㻝㻚㻝㻥 㻮㻿㻸㻌㻡㻤㻜㼓㼍㼘 㻝㻤㻞㻚㻣 㻝㻢㻜㻚㻞 㻝㻚㻝㻠 㻞㻢㻚㻜㻥 㻞㻠㻚㻥㻠 㻝㻚㻜㻡

᭱኱⪏ຊ䚷㻔㼗㻺㻕

ᐇ㻛ゎ㻔㻑㻕 ᘬ䛝䝪䝹᥋ྜᆺ

䝡䝇␃䜑᥋ྜᆺ

᭱኱ᛂ⟅ኚ఩

ᐇ㻛ゎ㻔㻑㻕

ヨ㦂య ධຊᆅ㟈Ἴ

106

ᘬᘬࡁ࣎ࣝࢺ᥋ྜᆺ㸦1P㸧

ࣅࢫ␃ࡵ᥋ྜᆺ㸦1P㸧

6.4.4 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿ᝿ᐃࡋࡓᆅ㟈Ἴ࡜᭱኱ᛂ⟅ኚ఩ࡢ㛵ಀ

107 6.5 ࡲ࡜ࡵ

1㸧 ௬ືⓗỈᖹຍຊᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟࠾ࡅࡿ᭱኱ᛂ⟅ኚ఩ࢆẚ㍑ࡋ࡚ࡳࡿ

࡜ࠊEl Centro NSࢆ㝖ࡁࠊ௚ࡢධຊἼ࡛ࡣࠊ᭱኱ᛂ⟅ኚ఩ࡢᐇ㦂್࡜ゎᯒ್ࡣẚ㍑

ⓗࡼ࠸୍⮴ࡀぢࡽࢀࡓࠋEl Centro NS࡛ࡣࠊᐇ㦂್ࡀィ⟬್࡜ẚ࡭࡚33㹼46%኱ࡁ ࡃ࡞ࡗࡓࠋ

2㸧 ㉁㔞ࢆ 5.1 t ࡜ࡋ࡚᭱኱ຍ㏿ᗘࢆኚ໬ࡉࡏ࡚᫬้Ṕᆅ㟈ᛂ⟅ゎᯒࢆ⾜ࡗࡓ࡜ࡇࢁࠊ

ᘬࡁ࣎ࣝࢺᆺ⪏ຊቨ࡛ࡣ᭱኱ᆅືຍ㏿ᗘࡀ 680 gal᫬࡟᭱኱ᛂ⟅ኚ఩ࡀ 1/15 rad.࡟

㐩ࡋࠊࣅࢫ␃ࡵᆺ⪏ຊቨ࡛ࡣ 800 gal࡛㟼ⓗຍຊ᫬ࡢ⤊ᒁኚ఩㸦Du=155 mm㸧࡟㐩 ࡋࡓࠋྠᵝ࡞᮲௳㸦ᆅືຍ㏿ᗘࡀ800 gal⛬ᗘࡲ࡛㸧࡛࠶ࢀࡤࣅࢫ␃ࡵ᥋ྜᆺࡢCLT

⪏ຊቨࡢ࡯࠺ࡀᛂ⟅ኚ఩ࡀᑠࡉࡃࠊࣅࢫ␃ࡵ㔠≀ࡢࡳ࡟ࡼࡿ⪏ຊቨࡢ᭷ຠᛶࡀ♧၀ ࡉࢀࡓࠋ

3㸧 ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟⏝࠸ࡓゎᯒࣔࢹࣝࡣࠊCLT⪏ຊቨࡢᆅ㟈᫬ᣲືࢆẚ㍑ⓗࡼࡃ グ㏙ࡋ࡚࠸ࡿࡀࠊ⬮㒊᥋ྜᙧᘧࠊᆅ㟈Ἴ࡟ࡼࡗ࡚ࡣㄗᕪࢆ⏕ࡌࡿྍ⬟ᛶࡀ࠶ࡾࠊࡉ

ࡽ࡟⢭ᐦ࡞ࣔࢹࣝࡢ᳨ウࡀᚲせ࡛࠶ࡿࠋ

108

7❶ ⤖ㄽ

ᮏㄽᩥ࡛ࡣࠊᘬࡁ࣎ࣝࢺ᥋ྜᆺ࠾ࡼࡧࣅࢫ␃ࡵ᥋ྜᆺࢆ⏝࠸ࡓ CLT ⪏ຊቨࡢᆅ㟈᫬

ᣲືࡢ᥎ᐃᡭἲࢆ᳨ウࡋࠊᐇ㦂࠾ࡼࡧゎᯒ᳨࡛ドࡋࡓ⤖ᯝࠊ௨ୗࡢ⤖ㄽࢆᚓࡓࠋ CLT᥋ྜ㒊ヨ㦂࡟ࡘ࠸࡚

1) CLTࡢ㒊ศᶓᅽ⦰ᙉᗘࡣࠊヨ㦂యࡢᐦᗘ࡜ṇࡢ┦㛵ࡀ࠶ࡾࠊຍຊ᪉ྥ࡟ᖹ⾜࡞࣑ࣛ

ࢼࡢ๭ྜࡀከ࠸࡯࡝ぢ࠿ࡅࡢᙉᗘࡀ኱ࡁࡃ࡞ࡿഴྥࢆ♧ࡋࡓࠋCLTࡢ㒊ศᶓᅽ⦰ᙉ ᗘ࡜ࣖࣥࢢಀᩘࡢ㛵ಀࡣࠊᐦᗘ࡜ࡢ㛵ಀ࡜ẚ㍑ࡋ࡚ࠊ㢧ⴭ࡛ࡣ࡞࠿ࡗࡓࠋCLTࡢ᭱

኱㒊ศᶓᅽ⦰⪏ຊࡣࠊᶓᅽ⦰ࢆཷࡅࡿ࣑ࣛࢼࡢ㒊ศᶓᅽ⦰ᙉᗘ࡜⦪ᅽ⦰ࢆཷࡅࡿࣛ

࣑ࢼࡢᅽ⦰ᙉᗘࡢ㊊ࡋྜࢃࡏ࡟ࡼࡾ᥎ᐃ࡛ࡁࡿࡇ࡜ࡀศ࠿ࡗࡓࠋ

2) CLT᥋ྜ㒊ヨ㦂యࡢ㛤ཱྀ㒊ࡢ➃㊥㞳ࡀ330mmࡲ࡛ࡣࠊ➃㊥㞳ࡢቑຍ࡟క࠸᭱኱⪏

ຊࡀ┤⥺ⓗ࡟ቑຍࡍࡿഴྥࡀぢࡽࢀࡓࡀࠊ➃㊥㞳ࡀ 330mm ࡟࡞ࡿ࡜ࠊ᭱኱⪏ຊࡢ

್ࡢቑຍࡣᚎࠎ࡟⦆ࡸ࠿࡟࡞ࡿഴྥࡀぢࡽࢀࡓࠋ

3) ᒙෆࡏࢇ᩿ᙉᗘࢆࡶ࡜࡟ࠊ᭷ຠࡏࢇ᩿㠃✚ࢆ௬ᐃࡍࡿࡇ࡜࡟ࡼࡾࠊࢫࢠ3ᒙ3ࣉࣛ

࢖ CLT ᘬᙇ࣎ࣝࢺ᥋ྜ㒊ࡢ⤊ᒁ⪏ຊࢆ᥎ᐃࡍࡿࡇ࡜ࡀ࠶ࡿ⛬ᗘྍ⬟࡛࠶ࡿࡇ࡜ࡀ ศ࠿ࡗࡓࠋ

CLT⪏ຊቨヨ㦂࡟ࡘ࠸࡚

1) ࡑࢀࡒࢀࡢヨ㦂యࡢ≉ᛶ್ࢆồࡵ࡚ࠊ⪏ຊቨ⬮㒊ࡀྠࡌᙉᗘᛶ⬟ࡀ࠶ࡿࡶࡢࢆẚ㍑

ࡋ࡚ࡳࡿ࡜ࠊࣅࢫ␃ࡵ᥋ྜᆺࡢ㝆అ⪏ຊࠊኚ఩ 180mm ࡲ࡛ࡢ᭱኱⪏ຊࡣࠊᘬࡁ࣎

ࣝࢺᆺ࡜ẚ࡭࡚ࠊ࡜ࡶ࡟20㸣⛬ᗘ㧗࠸್ࢆ♧ࡋࡓࠋ

2) ࣅࢫ␃ࡵ᥋ྜᆺ࡛ࡣࠊ⬮㒊౑⏝ࡍࡿࣅࢫᮏᩘ50%ࡀከࡃ࡞ࡿ࡜ࠊCLT⪏ຊቨࡢ㝆అ

⪏ຊࠊ᭱኱⪏ຊ࡜ࡶ࡟⣙30%㹼40%㧗࠸್ࢆ♧ࡋࡓࠋ

3) 1P-CLT⪏ຊቨࡣྠᵝ࡞᮲௳ࡀ2P-CLT⪏ຊቨ࡟࡞ࡾࠊヨ㦂⤖ᯝࡢ᭱኱⪏ຊࠊ㝆అ⪏

ຊ࡜ࡶ࡟⣙2ಸ኱ࡁࡃ࡞ࡗࡓࠋ

4) ᘬࡁ࣎ࣝࢺ᥋ྜᆺ࡛ࡣ㖄┤Ⲵ㔜࡟࠿࠿ࢃࡽࡎࠊ➼౯⢓ᛶῶ⾶ᐃᩘࡣึᮇ࡟ 6%⛬ᗘ

109

ࡢ್ࢆ♧ࡋࠊࡑࡢᚋ1.5%㹼2.0%ࡢ㛫࡟཰᮰ࡋࡓࠋࣅࢫ␃ࡵᆺ⪏ຊቨࡢሙྜࡣࠊ➼౯

⢓ᛶῶ⾶ᐃᩘࡣึᮇ࡟ 10%㹼13%ࡢ್ࢆ♧ࡋࠊ᭱⤊ⓗ࡟ 5.5㸣㹼4.0%⛬ᗘࡲ࡛పୗ

ࡋࡓࠋ

5) ᆅ㟈Ἴ࡟ࡼࡗ࡚ࡣኚᙧࡢ኱ࡁ࠸㒊ศ࡛୙୍⮴ࡀぢࡽࢀࡿࡶࡢࡶ࠶ࡿࡀࠊࣅࢫ␃ࡵ᥋

ྜᆺヨ㦂య࠾ࡼࡧᘬࡁ࣎ࣝࢺ᥋ྜᆺヨ㦂య࡜ࡶ࡟ࠊゎᯒ⤖ᯝࡣᐇ㦂⤖ᯝࢆᴫࡡࡼࡃ

⾲ࡋࡓࠋEl Centro NSࢆ㝖ࡁࠊ௚ࡢධຊἼ࡛ࡣࠊ᭱኱ᛂ⟅ኚ఩ࡢᐇ㦂್࡜ゎᯒ್ࡣ ẚ㍑ⓗࡼ࠸୍⮴ࢆ♧ࡋࡓࡀࠊEl Centro NS࡛ࡣࠊᐇ㦂್ࡀィ⟬್࡜ẚ࡭࡚33㹼46%

኱ࡁࡃ࡞ࡗࡓࠋ

6) ㉁㔞ࢆ 5.1 t ࡜ࡋ࡚᭱኱ຍ㏿ᗘࢆኚ໬ࡉࡏ࡚᫬้Ṕᆅ㟈ᛂ⟅ゎᯒࢆ⾜ࡗࡓ࡜ࡇࢁࠊ

ᘬࡁ࣎ࣝࢺᆺ⪏ຊቨ࡛ࡣ᭱኱ᆅືຍ㏿ᗘࡀ 680 gal᫬࡟᭱኱ᛂ⟅ኚ఩ࡀ 1/15 rad.࡟

㐩ࡋࠊࣅࢫ␃ࡵᆺ⪏ຊቨ࡛ࡣ 800 gal࡛㟼ⓗຍຊ᫬ࡢ⤊ᒁኚ఩㸦Du=155 mm㸧࡟㐩 ࡋࡓࠋྠᵝ࡞᮲௳㸦ᆅືຍ㏿ᗘࡀ800 gal⛬ᗘࡲ࡛㸧࡛࠶ࢀࡤࣅࢫ␃ࡵ᥋ྜᆺࡢCLT

⪏ຊቨࡢ࡯࠺ࡀᛂ⟅ኚ఩ࡀᑠࡉࡃࠊࣅࢫ␃ࡵ㔠≀ࡢࡳ࡟ࡼࡿ⪏ຊቨࡢ᭷ຠᛶࡀ♧၀ ࡉࢀࡓࠋ

7) ᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ࡟⏝࠸ࡓゎᯒࣔࢹࣝࡣࠊCLT⪏ຊቨࡢᆅ㟈᫬ᣲືࢆẚ㍑ⓗࡼࡃ グ㏙ࡋ࡚࠸ࡿࡀࠊ⬮㒊᥋ྜᙧᘧࠊᆅ㟈Ἴ࡟ࡼࡗ࡚ࡣㄗᕪࢆ⏕ࡌࡿྍ⬟ᛶࡀ࠶ࡾࠊࡉ

ࡽ࡟⢭ᐦ࡞ࣔࢹࣝࡢ᳨ウࡀᚲせ࡛࠶ࡿࠋ

110 ཧཧ⪃ᩥ⊩

1) IPCC : ➨4ḟホ౯ሗ࿌᭩ (2007)

2) ᯘ㔝ᗇ : ᳃ᯘ㈨※ࡢ⌧ἣ㸦ᖹᡂ24ᖺ3᭶31᪥⌧ᅾ㸧 http://www.rinya.maff.go.jp/j/keikaku/genkyou/h24/index.html 2018ᖺ10᭶16᪥ཧ↷

3) ᯘ㔝ᗇ : ᳃ᯘ࣭ᯘᴗⓑ᭩ ᖹᡂ25ᖺᗘ

http://www.rinya.maff.go.jp/j/kikaku/hakusyo/25hakusyo/

2018ᖺ10᭶16᪥ཧ↷

4) ᯘ㔝ᗇ : බඹᘓ⠏≀➼࡟࠾ࡅࡿᮌᮦࡢ฼⏝ࡢಁ㐍࡟㛵ࡍࡿἲᚊ㸦ᖹᡂ22ᖺἲᚊ➨

36ྕ㸧

http://www.rinya.maff.go.jp/j/riyou/koukyou/

2018ᖺ10᭶16᪥ཧ↷

5) Ṋᕝ཭Ꮚ : Ḣᕞ࡟࠾ࡅࡿCLTࡢᬑཬ࡜౑⏝౛. ᮌᮦᕤᴗ 68(11), 474-475 (2013) 6) Gerhard Schickhofer : CLT structural engineering research in Europe, Institute for Timber

Engineering and Wood Technology (2011)

7) 㯄ⱥᙪ, Eric karsh : ࢝ࢼࢲ࡟࠾ࡅࡿCLTࡢ౑⏝౛ ᮌᮦᕤᴗ 68(11), 476-477 (2013) 8) FP Innovations : CLT handbook (Canadian Edition), Chapter1, Introduction to

cross-laminated timber (2011)

https://fpinnovations.ca/Pages/CltForm.aspx 2018ᖺ10᭶16᪥ཧ↷

9) ᒣబᮌᮦᰴᘧ఍♫ : ཧ⪃㈨ᩱࠕ࣓࣮࣐ࣝ࢞ࢪࣥࠖ

https://woodist.jimdo.com/࣓࣮࣐ࣝ࢞ࢪࣥ/࣓࣐ࣝ࢞12ྕ/clt3/

2018ᖺ10᭶16᪥ཧ↷

10) ㎰ᯘỈ⏘┬ : ࿌♧➨3029ྕ, ┤஺㞟ᡂᯈࡢ᪥ᮏ㎰ᯘつ᱁㸦2013㸧

11) ᅜᅵ஺㏻┬ : ࿌♧➨611ࠊ612 ྕ, CLT ࣃࢿࣝᕤἲ࡟ࡼࡿᵓ㐀᪉ἲ࣭ᵓ㐀ィ⟬࡟㛵 ࡍࡿᢏ⾡ᇶ‽㸦2016)

12) ᯘ㔝ᗇ : CLTࢆ⏝࠸ࡓᘓ⠏≀ࡢ஦౛࡟ࡘ࠸࡚

http://www.rinya.maff.go.jp/j/rinsei/singikai/attach/pdf/170411si-8.pdf 2018ᖺ10᭶16᪥ཧ↷

13) Yasumura M., Kobayashi K., Okabe M., Miyake T., Matsumoto K., : Full-Scale Tests and Numerical Analysis of Low-Rise CLT Structures under Lateral Loading. J. Struct. Eng., 142(4), E4015007-1-12 (2016).

14) FP Innovations : CLT handbook (Canadian Edition), Chapter5, Connections in cross-laminated timber buildings (2011)

15) KLH : ཧ⪃㈨ᩱࠕCROSS LAMINATED TIMBER STRUCTURESࠖ

http://www.klhuk.com/product-/technical.aspx

111 2018ᖺ10᭶16᪥ཧ↷

16) Ario Ceccotti, Mzurizio Follesa, Marco Pio Lauriola, Carmen Sandhaas, Chikahiro Minowa, Motoi Yasumura : Which Seismic Behaviour Factor for Multi-Storey building made of CL wooden panels, CIB-W18/39-15-2, pp. 325-334 (2006)

17) Sandhaas C., Van de kuilen, J. W. G., Boukes J., Ceccotti A. : Analysis of X-lam panel-to-panel connections under monotonic and cyclic loading, CIB-W18/42-12-2, pp. 262-273 (2009)

18) T. Uibel, H.J. Blab : Edge joint with Dowel type fasteners in Cross Laminated Timber, CIB-W18/40-12-2, pp. 155-165 (2007)

19) Marjan Popovski, Johannes Schneider, Matthias Schweinsteiger : Lateral load resistance of cross-laminated wood panels, WCTE2010, No.171 (2010)

20) Marjan Popovski, Erol Karacabeyli : Seismic behavior of cross-laminated timber structures, WCTE2012, Tue. pp. 335-344 (2012)

21) Johannes Schneider, Siegfried F. Stiemer, Solomon Tesfamariam, Erol Karacabeyli, Marjan Popovski : Damage assessment of CLT connections subjected to simulated earthquake loads, WCTE2012, Mon. pp. 398-406 (2012)

22) Ario Ceccotti, Carmen Sandhaas, Minoru Okabe, Motoi Yasumura, Chikahiro Minowa, Naohito Kawai : SOFIE project – 3D shaking table test on a seven-story full-scale cross-laminated timber building, Earthquake Engng Struct. Dyn. 42 : 2003–2021 (2013)

23) Yin-Lan Shen, Johannes Schneider, Solomon Tesfamariam, Siegfried F. Stiemer, Zai-Gen Mua : Hysteresis behavior of bracket connection in cross-laminated-timber shear walls, Construction and Building Materials, 48 : 980-991 (2013)

24) Georg Flatscher, Katarina Bratulic, Gerhard Schickhofer : Screwed joints in cross laminated timber structures, WCTE2014, Conference Proceedings pp. 1-10 (2014)

25) Igor Gavric, Massimo Fragiacomo, Ario Ceccotti : Cyclic behavior of typical screwed connections for cross-laminated (CLT) structures, J. Wood Prod. 73:179–191 (2015) 26) Igor Gavric, Massimo Fragiacomo, Ario Ceccotti : Cyclic behaviour of typical metal

connectors for cross-laminated (CLT) structures, Materials and Structures, 48:1841–1857 (2015)

27) ᒸ㒊ᐇ, Ario Ceccotti, Ᏻᮧᇶ, ⟪㍯ぶᏹ, Ἑྜ┤ே : ࢡࣟࢫ࣑ࣛࢼࣃࢿࣝࢆ⏝࠸ࡓ 3㝵ᘓᮌ㐀ᘓ⠏≀ࡢ᣺ືᐇ㦂, ᪥ᮏᘓ⠏Ꮫ఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(஑ᕞ), 22253 (2007) 28) 㡲⸨ᫀ㍤, Ario Ceccotti, Ᏻᮧᇶ, ᒸ㒊ᐇ, ⟪㍯ぶᏹ, Ἑྜ┤ே, ΎỈ⚽୸ : ࢡࣟࢫ

࣑ࣛࢼࣃࢿࣝࢆ⏝࠸ࡓ7 㝵ᘓᮌ㐀ᘓ⠏≀ࡢ㟈ືྎᐇ㦂 ࡑࡢ1 ヨ㦂యᘓ≀ࡢタィ࣭

᪋ᕤ, ᪥ᮏᘓ⠏Ꮫ఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(୰ᅜ), 22086 (2008)

29) ᒸ㒊ᐇ, Ario Ceccotti, Ᏻᮧᇶ, ⟪㍯ぶᏹ, Ἑྜ┤ே, ΎỈ⚽୸, 㡲⸨ᫀ㍤: ࢡࣟࢫࣛ

࣑ࢼࣃࢿࣝࢆ⏝࠸ࡓ 7 㝵ᘓᮌ㐀ᘓ⠏≀ࡢ㟈ືྎᐇ㦂 ࡑࡢ 2 ᣺ືᐇ㦂⤖ᯝ, ᪥ᮏᘓ

112

⠏Ꮫ఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(୰ᅜ), 22087 (2008)

30) ᚿᮧᬛ, ὠ⏣༓ᑜ, ὠ⏣༓ᑜ, Ⳣ἟⏣┤ே, 㕥ᮌᆂ, ᒸ㒊ᐇ, ୰ᕝ㈗ᩥ, Ⲩᮌᗣᘯ, ᵔᮏᩗ኱ : ࢡࣟࢫ࣭࣑ࣛࢿ࢖ࢸ࢕ࢻ࣭ࢸ࢕ࣥࣂ࣮࡟ࡼࡿᵓ㐀ࡢ⪏㟈ᛶ⬟࡟㛵ࡍࡿ◊

✲ ࡑࡢ4 ᵓ㠃ᐇ㦂, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(ᮾᾏ), 22156 (2012)

31) ᒸ㒊ᐇ, Ᏻᮧᇶ, ᑠᯘ◊἞, Ꮞ▼๛, ⸨⏣࿴ᙪ : CLT ቨࣃࢿࣝࡢ㠃ෆࡏࢇ᩿ヨ㦂࡟

࠾ࡅࡿ㖄┤Ⲵ㔜ࡢᙳ㡪, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(ᮾᾏ), 22170 (2012) 32) ᮧୖ஢, ᵔᮏᩗ኱, ᘺᾆⲮኴ, ᘺᾆⲮኴ, ୕Ꮿ㎮ஓ, Ᏻᮧᇶ : ࢡࣟࢫ࣭࣑ࣛࢿ࢖ࢸ࢕

ࢻ࣭ࢸ࢕ࣥࣂ࣮࡟ࡼࡿᵓ㐀ࡢ⪏㟈ᛶ⬟࡟㛵ࡍࡿ◊✲ ࡑࡢ 18 ኱ᆺࣃࢿࣝࡢᵓ㠃ᐇ 㦂, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(໭ᾏ㐨), 22285 (2013)

33) ᘺᾆኊኴ, ᯇ⏣ᫀὒ, ୕Ꮿ㎮ဢ, Ἑྜ┤ே, Ⲩᮌᗣᘯ, ୰ᕝ㈗ᩥ, ᯘᓮṇఙ : ࢡࣟ

ࢫ࣭࣑ࣛࢿ࢖ࢸ࢕ࢻ࣭ࢸ࢕ࣥࣂ࣮࡟ࡼࡿᵓ㐀ࡢタィἲ࡟㛵ࡍࡿ◊✲ ࡑࡢ5 ኱ᆺ᭷

㛤ཱྀࣃࢿࣝᐇ኱ᵓ㠃Ỉᖹຍຊᐇ㦂 1 ᒙ, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(㏆␥), 22097 (2014)

34) బࠎ᪂, ᘺᾆኊኴ, ᯇ⏣ᫀὒ, ୕Ꮿ㎮ဢ, Ἑྜ┤ே, Ⲩᮌᗣᘯ, ୰ᕝ㈗ᩥ, ᭹㒊࿴

ᚨ : ࢡࣟࢫ࣭࣑ࣛࢿ࢖ࢸ࢕ࢻ࣭ࢸ࢕ࣥࣂ࣮࡟ࡼࡿᵓ㐀ࡢタィἲ ࡟㛵ࡍࡿ◊✲ ࡑࡢ 6 ኱ᆺ᭷㛤ཱྀࣃࢿࣝᐇ኱ᵓ㠃Ỉᖹຍຊᐇ㦂2ᒙ, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟 (㏆␥), 22095 (2014)

35) 㕥ᮌᆂ, ᚋ⸨㝯ὒ, ⸨⏣࿴ᙪ, ᵔᮏᩗ኱, 㟷ᮌㅬ἞, ┦㤿ᬛ᫂, ✄ᒣṇᘯ : CLTࢆ⏝

࠸ࡓᘬࡁ࣎ࣝࢺ᥋ྜ㒊ࡢᘬᙇᛶ⬟࡟ᮦᩱᐦᗘ࠾ࡼࡧ᭤ࡆࣖࣥࢢಀᩘࡀཬࡧࡍᙳ㡪, ᮌᮦᕤᴗ, 70(4), 158-163 (2015)

36) 㕥ᮌᆂ, ᑠᯘ◊἞, 㟷ᮌㅬ἞, ✄ᒣṇᘯ, ᵔᮏᩗ኱ : CLT ᵓ㐀࡟࠾ࡅࡿᘬࡁ࣎ࣝࢺ ᥋ྜ㒊ࡢᙉᗘᛶ⬟ࡢ᥎ᐃ, ᪥ᮏᘓ⠏Ꮫ఍ᵓ㐀⣔ㄽᩥ㞟, 81, 1289-1298㸦2016㸧 37) ᘺᾆኊኴ, ஬༑⏣༤, ᵔᮏᩗ኱, ୰ᕝ㈗ᩥ, ໭Ᏺ㢧ஂ, 㕥ᮌᆂ, ὠ⏣༓ᑜ : ᑠᖜࣃ

ࢿࣝࢆᘬࡁ࣎ࣝࢺ᥋ྜࡋࡓ CLT ቨࡢỈᖹຊ࡟ᑐࡍࡿᣲື, ᪥ᮏᘓ⠏Ꮫ఍ᵓ㐀⣔ㄽ

ᩥ㞟, 81, 585-593㸦2016㸧

38) ຍ⸨㞙ே, 㕥ᮌᆂ, ᮡᒣỌᖾ, Ἑྜ┤ே, బ⸨Ꮥᾈ : ࢫࢠCLT ࢆ⏝࠸ࡓ㐃ᒙቨ࡟࠾

ࡅࡿᐇ኱ヨ㦂⤖ᯝሗ࿌, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(୰ᅜ), 22295 (2017) 39) ሷᒇ᫴୍ : 㕲➽㞟ᡂᮦᵓ㐀 CLT ⪏㟈ቨࡢỈᖹຍຊᐇ㦂, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ

₇᱾ᴫ㞟(୰ᅜ), 22118 (2017)

40) Minoro Okabe, Motoi Yasumura, Kenji Kobayashi, Takeshi Haramiishi, Yo Nakashima, Kazuhiko Fujita : Effect of vertical load under cyclie lateral load test for evaluating Sugi CLT wall panel, World Conference on Timber Engineering, 18-1 (2012)

41) Kazuyuki Matsumoto, Tatsuya Miyake, Takeshi Haramiishi, Takahiro Tsuchimoto, Hiroshi Isoda, Naohito Kawai, Motoi Yasumura : A seismic design of 3-story building using Japanese Sugi CLT panels, World Conference on Timber Engineering, (2014)

42) Motoi Yasumura, Kenji Kobayashi, Minoru Okabe : Failure analysis of CLT shear walls with

113

opening subjected to horizontal and vertical loads, World Conference on Timber Engineering, (2014)

43) 㔝ཱྀᘯ⾜, 㛛⬥㐩჆ : ᘬࡁ࣎ࣝࢺ᥋ྜࡉࢀࡓ㞟ᡂᮦ᥋ྜ㒊ࡢᘬᙇヨ㦂ࡢ⤖ᯝ, ᪥ ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(㛵ᮾ), 2768 (1988)

44) ட஭ἑᆂ௓, ᯈᇉ┤⾜, 㧗ᶫ┿⏤Ꮚ, ᮌᮧ⿱ᚿ : ᮌࢲ࣎᥋ྜ࡜ᘬࡁ࣎ࣝࢺ᥋ྜࢆ」

ྜࡋࡓᮌ㉁ᵓ㐀᥋ྜ㒊ࡢ㛤Ⓨ, ᪥ᮏᘓ⠏Ꮫ఍኱఍ᮾ໭ᨭ㒊◊✲ሗ࿌఍, 183-186 (2006)

45) ✄ᒣṇᘯ, ᒣཱྀ࿴ᘯ, ᐑ⏣㞝஧㑻 : ᘬࡁ࣎ࣝࢺࢆ฼⏝ࡋࡓᮌ㐀࣮࣓ࣛࣥ᥋ྜ㒊ࡢ タィἲ࡟㛵ࡍࡿ◊✲, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(୰ᅜ), 22178 (2008)

46) ᒣཱྀ࿴ᘯ, ୰ᮧṇⰾ, ᐙఫⰋኴ, ᕝཎ㔜᫂, ✄ᒣṇᘯ : ᘬࡁ࣎ࣝࢺࢆ฼⏝ࡋࡓᮌ㐀

࣮࣓ࣛࣥ᥋ྜ㒊ࡢタィἲࡢᐇ㦂࡟ࡼࡿ᳨ド, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(ᮾ

໭), 22051 (2009)

47) Ἑྜ┤ே, ᒸ㒊ᐇ, Ώ㎶୍ṇ : ᅾ᮶㍈⤌ᵓἲ⪏ຊቨࡢ⪏㟈ᛶ⬟ ࡑࡢ 2 ௬ືⓗヨ㦂,

᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(஑ᕞ), 22069 (1998)

48) 㕥ᮌ⯙Ꮚ, Ᏻᮧᇶ : ᯟ⤌ቨᕤἲ⪏ຊቨࡢ௬ືⓗᐇ㦂࡜᫬้Ṕᆅ㟈ᛂ⟅ゎᯒ, ᪥ᮏ ᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(ᮾ໭), 22043 (2000)

49) ⱝᓥ჆ᮁ : ௬ືⓗᛂ⟅ᐇ㦂࡟ࡼࡿᯟ⤌ቨᕤἲ⪏ຊቨࡢ⪏㟈ᛶ⬟ホ౯, ᪥ᮏᘓ⠏Ꮫ

఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(ᮾ໭), 22044 (2000)

50) ⚄㇂ᩥኵ, ᮡᮏ೺୍, ୕஭ಙᗈ : ࣃࢿࣝ໬ࡋࡓ OSB ⪏ຊቨ࡟ࡼࡿᅾ᮶㍈⤌ᵓἲఫ Ꮿࡢ௬ືⓗᛂ⟅ᐇ㦂, ᪥ᮏᘓ⠏Ꮫ఍኱఍Ꮫ⾡ㅮ₇᱾ᴫ㞟(ᮾ໭), 22098 (2000)

51) బ⸨ 㥴, Ᏻᮧ ᇶ, ᑠᯘ◊἞, ఀ⸨ᐅṇ : ᆅᇦ⏘ᮦ࡟ࡼࡿ┤஺㞟ᡂᯈ(CLT)ࡢᘓ⠏

ᵓ㐀࡬ࡢ㐺⏝ ࡑࡢ 6 CLT ⪏ຊቨࡢ௬ືⓗỈᖹຍຊヨ㦂. ᪥ᮏᘓ⠏Ꮫ఍(㏆␥)Ꮫ⾡

ㅮ₇᱾ᴫ㞟, ᵓ㐀III, 2014, pp. 213-214.

52) T. Takeda, M. A. Sozen, N. N. Nielsen : Reinforced Concrete Response to Simulated Earthquakes, Journal of the Structural Division, ASCE 96(ST12), 2557-2573 (1970)

53) B. T. Kivell, P. J. Moss, A. J. Carr : Hysteretic modeling of moment resisting nailed timber joints, Bull.of New-Zealand Nat. Soc. of Earthquake. 14(4): 233-245 (1981)

54) ஬༑⏣༤, Ἑྜ┤ே : ᮌ㐀㍈⤌ᵓἲఫᏯ࡟⏝࠸ࡿቨࡢ᚟ඖຊ≉ᛶࣔࢹࣝ, ᪥ᮏᘓ

⠏Ꮫ఍ᵓ㐀⣔ㄽᩥ㞟, No.616, 157-163 (2007)

55) Yasumura M., Kawai N. : Evaluation of Wood Framed Shear Walls subjected to Lateral Load, CIB-W18, 30th meeting, pp. 30-15-4 (1997)

56) JIS Z 2101 : 2009 ᮌᮦࡢヨ㦂᪉ἲ (2010)

57) JIS B1220 : ᵓ㐀⏝㌿㐀୧ࡡࡌ࢔࣮ࣥ࢝࣎ࣝࢺࢭࢵࢺ. (2010)

58) JIS Z 2241 : 2011 㔠ᒓᮦᩱᘬᙇヨ㦂᪉ἲ (2009)

59) Motoi Yasumura, Yoshimasa Ito : Racking resistance and ductility of CLT shear walls under horizontal and vertical loads, WCTE2014, Conference Proceedings pp. 1-8 (2014)

114

60) JIS A1414-2 : ᘓ⠏⏝ࣃࢿࣝࡢᛶ⬟ヨ㦂᪉ἲ ➨2㒊 ຊᏛ≉ᛶ࡟㛵ࡍࡿヨ㦂. (2010).

61) ISO 21581: Timber structures - Static and cyclic lateral load test methods for shear walls.

International Organization for Standardization, (2010)

62) Newmark, N. M.: A method of computation for structural dynamics. J. Eng. Mech., ASCE, 85(EM3) 67-94 (1959)

63) Yasumura M., Kobayashi K., Okabe M. : Seismic performance of CLT low-rise structures with small and large wall elements with opening. Proceeding of 3rd INTER meeting, Graz, Austria, pp.219-229 (2016)

64) Yasumura M., Yasui S. : Pseudodynamic tests and earthquake response analysis of timber structures I: plywood-sheathed conventional wooden walls with opening. J. Wood Sci. 52(1), 63–68 (2006).

65) 㙊⏣㈗ஂ, Ᏻᮧᇶ : ᅾ᮶㍈⤌ᵓἲ❧యᶍᆺࡢ௬ືⓗỈᖹຍຊᐇ㦂࡜ᆅ㟈ᛂ⟅ゎᯒ.

ᮌᮦᏛ఍ㄅ 58(2), 74-83 (2012).

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