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Influence of Wave Chamber Slab on Wave Pressure on First and Second Wall of Perforated Caisson Breakwater

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** ⦽ǎ⧕᧲ŝ⦺ʑᚁᬱ ᩑᙹᩑǍᬱ ([email protected])

**** ⦽ǎ⧕᧲ŝ⦺ʑᚁᬱ ᖁᯥʑᚁᬱ ([email protected])

Received June 11, 2013/ revised August 8, 2013/ accepted September 17, 2013

Copyright ⵑ 2013 by the Korean Society of Civil Engineers

This is an Open Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/by-nc/3.0)

 ǣŠ––’ǣȀȀ†šǤ†‘‹Ǥ‘”‰ȀͳͲǤͳʹ͸ͷʹȀ•…‡ǤʹͲͳ͵Ǥ͵͵Ǥ͸Ǥʹ͵ͳ͹

™™™Ǥ•…‡Œ‘—”ƒŽǤ‘”Ǥ”

Ⳟ⟖⢢#♿⌾#᤬ᇚᆾ#Ⳟኳ#㒾ⴲ⡦#⇧㣊ⷚⴖ#ⷂ′≻#⇍#㲂′≻#㣊⬓⮎#

↶㐖ᡒ#⮿㭣

ૈঃ෹ ȵ஺ఢฅ ȵૈઽࢢ ȵୋপశ

Oh, Sang-Ho*, Ji, Chang-Hwan**, Oh, Young-Min***, Jang, Se-Chul****

Influence of Wave Chamber Slab on Wave Pressure on First and Second Wall of Perforated Caisson Breakwater

ABSTRACT

In this study, the effect of wave chamber slab on wave pressure along the first and second wall of the perforated caisson breakwater was investigated by performing physical experiment. The experiment was performed without and with the wave chamber slab of the perforated caisson by varying the front wall porosity. The discrepancy in magnitudes of the measured wave pressure along the both walls of the perforated caisson was apparent according to the existence of the wave chamber slab as significantly greater pressures were acquired for all the test cases when the wave chamber was closed upward by the slab. As a result, the magnitudes of the total wave force calculated by integration of the measured wave pressure also were much larger for the caisson breakwater having the wave chamber slab, exceeding the value based on the well known Takahashi's formula (Takahashi and Shimosako, 1994). With respect to the porosity of the front wall, meanwhile, higher pressures were obtained with a larger porosity, at both the first and second wall of the breakwater.

Key words : Caisson breakwater, Perforated caisson, Wave pressure, Wave chamber slab, Physical experiment

Ⅹಾ

ᯕᩑǍᨱᕽ۵ᙹญ༉⩶ᝅ⨹ᮥ☖⧕ᮁᙹᝅᔢᇡߏ}aᮁŖ⍡ᯕᜉႊ❭ᱽᱥ໕ᄞၰ⬥໕ᄞᨱᕽ᮹❭ᦶᨱၙ⊹۵ᩢ⨆ᮥŁₑ⦹ᩡ݅. ᙹญ༉

⩶ᝅ⨹ᮡᮁŖ⍡ᯕᜉ᮹ᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑၰᨧ۵Ğᬑᨱݡ⧕ᕽᱥ໕ᄞᮁŖශᮥᄡ⪵᜽┅໕ᕽᯕ൉ᨕᲭ݅. ᮁᙹᝅᔢᇡaߏ}ಽ

ส⩡ᯩᮥভᨱ۵༉ुᝅ⨹᳑Õᨱᕽᮁ᮹ၙ⦹í޵ⓑ❭ᦶᯕ≉ाࡹᨩᮝ໑঑௝ᕽᮁᙹᝅᔢᇡߏ}᳕ᰍᨱ঑ෙࢱᄞᨱᕽ᮹ĥ⊂❭ᦶ₉ᯕ ۵ๅᬑ૽ಘ⦹íӹ┡ԍ݅. əđŝĥ⊂❭ᦶᮥᱢᇥ⦹ᩍĥᔑࡽᱥ❭ಆ᮹Ⓧʑᩎ᜽ᔢᇡߏ}aᯩ۵⍡ᯕᜉႊ❭ᱽ᮹Ğᬑa޵⍙ᮝ໑, ᯕ

Ğᬑ᯹᦭ಅḥTakahashi᮹❭ᦶ᜾ᨱɝÑ⦽❭ಆsᮥᔢ⫭⦹ᩡ݅. ⦽⠙, ᱥ໕ᄞᮁŖශᨱ঑௝ᕽ۵ႊ❭ᱽᱥ໕ᄞၰ⬥໕ᄞᨱᕽ༉ࢱᮁŖ ශᯕⓕᙹಾ޵ⓑ❭ᦶᯕĥ⊂ࡹᨩ݅.

áᔪᨕ ⍡ᯕᜉႊ❭ᱽ, ᮁŖ⍡ᯕᜉ, ❭ᦶ, ᮁᙹᝅߏ}, ᙹญ༉⩶ᝅ⨹

३؋ф२χėॡ

‘ƒ•–ƒŽƒ† ƒ”„‘—”‰‹‡‡”‹‰

(2)

Fig. 1. Six Different Wave Phases on the Perforated Caisson Defined by Takahashi and Shimosako (1994)

1. ᕽು

ḡɩʭḡ݅᧲⦽⩶᜾᮹ᮁŖ⍡ᯕᜉႊ❭ᱽa}ၽࡹᨕ⧎อᨱ

ᱢᬊࡹᨩᮝ໑, ᯕᨱšಉࡽᩑǍࠥ⡎մíᙹ⧪ࡹᨕ᪵݅. ᮁŖ⍡ᯕ ᜉᨱšಉࡽᩑǍᵲᨱᕽaᰆฯᮡእᮉᮥ₉ḡ⦹۵äᮡၹᔍᮉᱡq

⬉ŝᨱšಉࡽᩑǍॅᯕ݅(Jarlan, 1961; Evans, 1990; Losada et al., 1993; Suh and Park, 1995; Isaacson et al., 2000; Suh et al., 2006). ⦽⠙, ᮁŖ⍡ᯕᜉႊ❭ᱽᨱ᯲ᬊ⦹۵❭ᦶᨱš⧕ᕽࠥᩍ్

ᩑǍॅᯕᙹ⧪ࡹᨕ᪵ᮝ໑(Takahashi and Shimosako, 1994; Allsop et al., 1996; Franco et al., 1998; Bergmann and Oumeraci, 2000;

Tabet-Aoul and Lambert, 2003; Liu et al., 2008), ǎԕ᮹Ğᬑ

Takahashi ❭ᦶŖ᜾(Takahashi and Shimosako, 1994)ᯕᵝಽᔍ ᬊࡹŁᯩḡอ݅᧲⦽⩶ᔢၰᱽᬱᮥŁಅ⦽ᮁŖ⍡ᯕᜉᖅĥᝅྕᨱ

⪽ᬊࡹʑᨱ۵⦽ĥᱱᮥaḡŁᯩ݅.

✚⯩, Takahashi᮹❭ᦶŖ᜾ᮡᔢᇡߏ}aᨧ۵݉ᯝᮁᙹᝅᮁ

Ŗႊ❭ᱽᨱݡ⦽ᙹญ༉⩶ᝅ⨹đŝᨱɝÑ⦹Łᯩʑভྙᨱᔢᇡ

ߏ}a᳕ᰍ⦹۵Ğᬑᨱݡ⧕ᕽ۵ᱢᬊ⦹ʑaᨕಖ݅. ᯝၹᱢᮝಽ۵

ᮁᙹᝅᔢᇡߏ}aᯩᮥĞᬑᮁᙹᝅԕ❭ᦶᯕ޵⍅ḡ໑ᔢᇡߏ}ᨱ

┡ᔢಆᯕ᯲ᬊ⦹۵॒ᇡᱶᱢᯙ⬉ŝaฯʑভྙᨱaɪᱢᮁᙹᝅ

ᔢᇡߏ}aᨧ۵⩶┽᮹ႊ❭ᱽෝᖅĥ⦹۵äᯕၵ௭Ḣ⦽äᮝಽ

᦭ಅᲙᯩ݅. ə్ӹ⩥ᰆᩍÕၰ✚ᙹ⦽⦥᫵aᯩ۵Ğᬑᨱ۵ᮁᙹ ᝅᔢᇡߏ}ෝส۵⩶┽᮹ႊ❭ᱽ᜽ŖᮥŁಅ⧕᧝⦹۵Ğᬑࠥᔾʑ íࡹ໑, ᯕ్⦽Ğᬑᨕ۱ᱶࠥಽ❭ᦶ᮹Ⓧʑෝᔑᱶ⦹۵äᯕ┡ݚ

⦽ḡđᱶ⦹۵ߑฯᮡᨕಅᬡᯕᯩ݅. ᯕ᪡šಉ⦹ᩍ↽ɝᙹ⧪ࡽOh et al. (2013) ᮹ᩑǍᨱᕽ۵ᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑ᮹ᮁŖᱥ໕ ᄞ❭ᦶᇥ⡍ෝᱽ᜽⦽ၵᯩḡอ, ᮁᙹᝅᔢᇡߏ}aᨧ۵Ğᬑၰ

ᮁᙹᝅԕ⊂ᄞ❭ᦶᇥ⡍ᨱݡ⦽ᝅ⨹đŝ۵ᨧᨩʑভྙᨱᮁᙹᝅ

ᔢᇡߏ}a❭ᦶᨱၙ⊹۵ᩢ⨆ᨱš⦹ᩍᅕ݅ᝍࠥᯩ۵đುᮥࠥ⇽

⦹ḡ۵༜⦹ᩡ݅.

ᯕ్⦽ᱱᮥŁಅ⦹ᩍᅙᩑǍᨱᕽ۵ᮁᙹᝅᔢᇡߏ}aᯩ۵Ğ ᬑၰᨧ۵Ğᬑᨱݡ⦽ᝅ⨹ᮥbbᙹ⧪⦹ᩍᮁᙹᝅᔢᇡߏ}a⍡ᯕ ᜉႊ❭ᱽ᮹ᱥ໕ᄞၰ⬥໕ᄞ❭ᦶᨱၙ⊹۵ᩢ⨆ᨱݡ⦹ᩍŁₑ⦹ᩡ

݅. ᯕෝ᭥⧕ᕽ⍡ᯕᜉႊ❭ᱽᱥ໕ᄞ᮹ᮁŖශᮥᄡ⪵᜽┅໕ᕽᮁ

Ŗ⍡ᯕᜉᱥ໕ᄞၰᮁᙹᝅԕ⊂ᄞᨱ᯲ᬊ⦹۵❭ᦶᮥ⧉̹ĥ⊂⦹ᩍ

ᮁᙹᝅᔢᇡߏ}ᮁྕᨱ঑ෙᙹ⠪❭ᦶᇥ⡍ၰ❭ಆ᮹ᄡ⪵᧲ᔢᮥ

᳦⧊ᱢᮝಽá☁⦹ᩡ݅.

2. Takahashi ❭ᦶŖ᜾

ᅙᩑǍᨱᕽᙹญ༉⩶ᝅ⨹ᮥ☖⧕ĥ⊂ࡽᙹ⠪❭ᦶᮥTakahashi ᮹❭ᦶŖ᜾(Takahashi and Shimosako, 1994)ŝእƱ⦹ᩡʑভྙ

ᨱᯕ❭ᦶŖ᜾᮹⧖ᝍᱢᯙԕᬊᮥᦥ௹ᨱ᫵᧞⦹ᩍᱽ᜽⦹ᩡ݅.

Takahashi᮹❭ᦶŖ᜾ᮡྕŖḢพᄞᨱݡ⦹ᩍᱽᦩࡽGoda᮹

❭ᦶ᜾ᮥᮁŖ⍡ᯕᜉႊ❭ᱽᨱᱢᬊa܆⦹ࠥಾ⪶ᰆ⦽⩶┽ᯕ݅.

ྕŖḢพᄞŝ۵ݍญᮁŖ⍡ᯕᜉ᮹Ğᬑbᇡᰍᨱ᯲ᬊ⦹۵↽ݡ

❭ᦶᯕ❭᮹᭥ᔢ(phase)ᨱ঑௝݅෕í᯲ᬊ⧁ᙹᯩʑভྙᨱ❭ᦶ

Ŗ᜾ࠥ ❭᮹ ᵲ᫵⦽ ᭥ᔢ ᄥಽ ݅෕í ⠪aࢁ ⦥᫵a ᯩᮝ໑

(Tanimoto and Takahashi, 1994), Takahashi ❭ᦶŖ᜾ᨱᕽ۵Fig.

1ᨱᅕᯙäŝzᯕᩍᖐ}᮹ᕽಽ݅ෙ❭᮹᭥ᔢᮥŁಅ⦹ᩡ݅. Fig.

1 ᨱᕽCrest IᮡᮁŖᱥ໕ᄞᨱᕽaᰆⓑ❭ᦶᯕ᯲ᬊ⦹۵Ğᬑᨱ

⧕ݚ⦹໑, Crest IIa ၰIIb۵bbᮁᙹᝅ⬥໕ᄞᨱ∊Ċ❭ၰእ∊Ċ

❭ᱢ❭ಆ↽ݡsᯕ᯲ᬊ⦹۵Ğᬑᨱ⧕ݚ⦽݅. ੱ⦽Trough I, II, III۵ႊ❭ᱽᨱᇡᦶ(negative force)ᯕ᯲ᬊ⦹۵Ğᬑ᮹❭᮹᭥ᔢᨱ

ݡ᮲ࡽ݅.

Takahashi Ŗ᜾ᨱ঑ෙᙹ⠪❭ᦶᇥ⡍۵∊Ċ❭ෝŁಅ⦽Goda ᮹❭ᦶŖ᜾(Takahashi et al., 1993)ᨱᅕᱶĥᙹ Ł

Î

ၰ Ł

Ï

ෝ⡍⧉᜽

┉⩶┽ಽᕽ݅ᮭŝzᯕ⢽⩥ࡽ݅.

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Fig. 2. Wave Pressure Distributions on the Perforated Caisson at Crest IIa Defined by Takahashi and Shimosako (1994)

Table 1. Modification Factors for Horizontal Wave Forces on Perforated Caisson

Phase Value

Crest I

٬Î=0.85, ٬Ï=0.4(if ķÝ= ×íÔÒ), 0.3/ķÝ(if ķÝð×íÔÒ) Ł¥Î=1.0, Ł¥Ï=0.4(if ķÝ= ×íÔÒ), 0.2/ķÝ(ifķÝð×íÔÒ) Ł«Î=0, Ł«Ï=0

Crest IIa

٬Î=0.7, ٬Ï=0 Ł¥Î=0.75, Ł¥Ï=0

Ł«Î=ÏכîÐ¥(if›î¥ = ×íÎÒ), 1.0(if ›î¥ ð×íÎÒ), Ł«Ï=0.56(if ķÝ= ÏÒîÏÕ), 0.5/ķÝ(if ķÝðÏÒîÏÕ) Crest IIb

٬Î=0.3, ٬Ï=0 Ł¥Î=0.65, Ł¥Ï=0

Ł«Î=1.4(if ¡” ˆŸîƆ = ×íÎ), 1.6-2¡” ˆŸîƆ(if×íΠ ˆŸîƆ ï×íÐ), 1.0(if ¡” ˆŸîƆ > ×íÐ), Ł«Ï=0 Ɔ: the water depth in the wave chamber

›: the width of the wave chamber

¥: the wave length at water depth Ɔ

Ǝ

Î

á ×íÒÞΠ⊖šĸßÞŁ

Î

ķ

Î

âŁ

Ï

ķ

Ý

Š–š

Ï

ĸßƕ

×

¡

”ˆŸ

(1)

Ľ

Ý

á ×íÔÒÞΠ⊖šĸߣ

Î

¡

”ˆŸ

(2)

ᩍʑᕽᅕᱶĥᙹ Ł

Î

, Ł

Ï

ෝᱽ᫙⦽ӹນḡ❭௝ີ░᮹ᱶ᮹۵

Goda᮹❭ᦶŖ᜾ŝ࠺ᯝ⦹အಽᖅ໦ᮥᔾఖ⦹ᩡ݅. ⦽⠙, Ł

Î

, Ł

Ï

᮹

sᮡ᭥ᨱᕽᨙɪࡽᩍᖐ}❭᮹᭥ᔢᄥಽ݅෕íᵝᨕḡ໑, Fig. 2ᨱ

ᩩෝॅᨕᅕᯙä⃹ౝᮁŖ⍡ᯕᜉႊ❭ᱽ᮹ᇡᰍᄥ᭥⊹ᨱ঑௝ᕽࠥ

݅෕íᱢᬊࡽ݅. อ᧞ᅕᱶĥᙹॅ᮹sᯕ1ᯕ໕Goda᮹❭ᦶŖ᜾

ŝᯝ⊹⦹íࡽ݅. ᅙםྙᨱᕽ۵Crest I, Crest IIa ၰCrest IIb ᭥ᔢ ᨱݡ⦹ᩍᱥ໕ᄞ᮹ᮁŖᇡ( Ł

¬

) ၰྕŖᇡ( Ł

¥

), əญŁ⬥໕ᄞ( Ł

«

) ᨱݡ⦽᳑ᱶĥᙹsᮥTable 1ᨱᱽ᜽⦹ᩡ݅.

3. ᙹญ༉⩶ᝅ⨹

3.1 ਓ෠ਏডࢫࡦ෴

ᙹญ༉⩶ᝅ⨹ᮡ⦽ǎ⧕᧲ŝ⦺ʑᚁᬱ2₉ᬱ᳑❭ᙹ᳑(ʙᯕ53 m,

׳ᯕ1.25 m, ⡎1 m)ᨱᕽᙹ⧪ࡹᨩ݅. ᝅ⨹ᮥ⬉ᮉᱢᮝಽᙹ⧪⦹ʑ

᭥⧕ᕽᙹ᳑᮹᳦ႊ⨆ᮝಽᩑḢᇥ⧁❱ᮥᖅ⊹⦹ᩍᙹ᳑ෝ⡎0.6m ᮹Ųᙹಽ᪡⡎0.4m᮹⩲ᙹಽಽᇥ⧁⦹ᩍŲᙹಽᨱ۵ႊ❭ᱽ༉⩶

ᮥᖅ⊹⦹ᩡŁ, ⩲ᙹಽᨱᕽ۵☖ŝ᯦ᔍ❭ෝĥ⊂⦹ᩡ݅. ༉⩶ႊ❭

ᱽ۵᳑❭ʑಽᇡ░36m ਉᨕḥ⠪⠪⦽Ŕᨱᖅ⊹ࡹᨩᮝ໑, ႊ❭ᱽ

ᱥ໕⧕ᱡĞᔍ۵1/40ಽᰍ⩥ࡹᨩ݅.

༉⩶ႊ❭ᱽ᮹ᱽᬱᮡFig. 3ᨱᅕᯙä⃹ౝ׳ᯕ55 cm, ⡎59cm, ʙᯕ70cmᯕ໑, ⚍໦ᦥⓍตಽᱽ᯲ࡹᨕ׳ᯕ5.5cm᮹ᔍᕾษᬕऽ

᭥ᨱᖅ⊹ࡹᨩ݅. ႊ❭ᱽᱥ·⬥໕ᮝಽᇡ░᮹ᔍᕾษᬕऽʙᯕ۵༉

ࢱ21cmಽ࠺ᯝ⦹ᩡ݅. ႊ❭ᱽ۵ᮁᙹᝅᯕ1}ᯙᮁŖႊ❭ᱽ⩶᜾

ᯕ໑, ᱥ໕ᮁŖᄞ᮹ᮁŖශ( © ) ᮡ20, 25, 30%ಽᄡ⪵᜽┅Łᮁᙹᝅ

ᔢᇡߏ}۵ᩕÑӹ݌ᮥᙹᯩࠥಾᱽ᯲ࡹᨩ݅. Fig. 3ᨱᅕᯙ⍡ᯕᜉ

༉⩶᮹⊂໕ࠥ۵ᔢᇡߏ}aᯩ۵Ğᬑෝӹ┡ԕ໑, ⍡ᯕᜉ༉⩶ᱶ ໕ࠥ۵ᮁŖශᯕ20%ᯙĞᬑᨱ⧕ݚ⦽݅. ⦽⠙, ⍡ᯕᜉᱥ໕ᄞ᮹ᮁ

Ŗᇡ᭥⊹۵⍡ᯕᜉၵ݆ᮝಽᇡ░22cm ׳ᯕಽᇡ░⍡ᯕᜉᔢ݉ᦥ

௹5.5cmʭḡ27.5cm Ǎeᯕ໑, ᯕ۵⍡ᯕᜉ׳ᯕ᮹50%ᨱ⧕ݚ⦽

݅. ༉⩶ႊ❭ᱽ᭥἞ᨱ۵׳ᯕ10cmᯙᔢ⊹Ǎ᳑ྜྷᮥᖅ⊹⦹ᩡ݅.

ᅙᝅ⨹ݡᔢႊ❭ᱽ᮹ᱽᬱᮡ✚ᱶ⦽ᱢᬊḡᩎᮥᩝࢱᨱࢱŁᖁᱶࡽ

äᮡᦥܩḡอ, ᝅ⨹⇶⃺ᮥ1:40ᮝಽaᱶ⦹ᩍ༉⩶ᱽᬱၰᝅ⨹᳑

Õđᱶ᜽⪽ᬊ⦹ᩡ݅. Fig. 4ᨱ۵ᝅ⨹༉⩶ᯕ᳑❭ᙹ᳑ԕᨱᖅ⊹ࡽ

ᔍḥᮥᱽ᜽⦹ᩡ݅.

(4)

Fig. 3. Front and Side View of the Caisson Model (unit: mm)

Fig. 4. Photograph Showing Experimental Setup of the Model

Table 2. Test Wave Conditions

­Ƒ (s) ¡Ƒ (cm) Ƒ

1.35 6.3, 7.3, 10.0, 13.2, 16.3 0.025 ~ 0.065 1.88 4.8, 7.2, 9.5, 11.9, 14.7, 18.9, 23.9 0.012 ~ 0.061 2.44 8.0, 11.8, 16.1, 19.5, 23.1 0.015 ~ 0.043

2.71 11.8, 17.8, 23.1 0.020 ~ 0.039

3.2 ծ౸׆׆ࢫਓ෠ࢺ࣑

ᝅ⨹ᨱ۵ⅾ10}᮹❭Łĥෝᔍᬊ⦹ᩡᮝ໑, ᳑❭ʑᙹᝍᨱᕽ᮹

᯦ᔍ❭ၰ༉⩶ᯕᖅ⊹ࡽᙹᝍᨱᕽ᮹☖ŝ❭ĥ⊂ᨱbb3}ᦊᮥ,

ႊ❭ᱽ༉⩶ᱥ໕ᨱᕽ᮹ၹᔍᮉĥ⊂ᨱ3}ෝᔍᬊ⦹ᩡ݅. ӹນḡ1 }᮹❭Łĥ۵ႊ❭ᱽᱥ໕ᨱᕽ᮹⃹᪅෥ĥ⊂ᨱᔍᬊ⦹ᩡ݅. ❭ᦶĥ ۵Fig. 3ᨱᅕᯙä⃹ౝᮁŖ⍡ᯕᜉᱥ໕ᄞ(P2~P7) ၰᮁᙹᝅᄞ (P10~P15)ᨱbb6}ᦊᮥᖅ⊹⦹ᩡᮝ໑, ᔢ⊹⎹Ⓧญ✙↽ᔢᇡ (P1) ᨱ1}, ᮁᙹᝅၵ݆(P8)ᨱ1}, ᮁᙹᝅᔢᇡߏ}(P9)ᨱ1}ෝ

⇵aಽᖅ⊹⦹ᩍⅾ15}ෝᖅ⊹⦹ᩡ݅. ᮁᙹᝅᔢᇡߏ}aᨧ۵Ğ ᬑᨱ۵P9 ❭ᦶĥ۵ᖅ⊹ࡹḡᦫᦹ݅. ༉ु❭ᦶĥ᮹ᯱഭࠦ≉᜽e

eĊᮡ800Hzᩡ݅.

ᝅ⨹ ᙹᝍᮡ༉⩶ᖅ⊹᭥⊹ᨱᕽ55 cmᩡŁ, ᝅ⨹❭۵Bret- schneider-Mitsuyasu ᜅ⟺✙ౝᮥᯕᬊ⦹ᩍ᳑❭⦹ᩡ݅. ❭Łၰᵝ ʑaᕽಽ݅ෙⅾ20}᮹ᝅ⨹❭ෝ᳑❭⦹ᩡᮝ໑, Table 2ᨱᝅ⨹❭

᮹ᱽᬱᮥ᫵᧞⦹ᩍӹ┡ԕᨩ݅. Table 2ᨱᕽ ­

Ƒ

۵ᮁ᮹❭ᵝʑ, ¡

Ƒ

۵ᮁ᮹❭Ł, Ƒ ۵❭⩶Ğᔍෝbbӹ┡ԙ݅. bᝅ⨹❭᳑Õᄥಽ

1000❭ᨱ⧕ݚ⦹۵᜽e࠺ᦩ᳑❭⦹ᩍ❭Łၰ❭ᦶߑᯕ░ෝ≉ा

⦹ᩡᮝ໑, ᇥᕾᅕ᳑༊ᱢᮝಽ⪽ᬊ⦹ʑ᭥⦹ᩍĥ⊂ᯕḥ⧪ࡹ۵࠺

ᦩႊ❭ᱽ༉⩶⊂໕ᨱᕽእॵ᪅↍ᩢᮥᙹ⧪⦹ᩡ݅.

4. ᝅ⨹đŝ

ᮁŖ⍡ᯕᜉᨱ᯲ᬊ⦹۵❭ᦶᇥᕾᮡOh et al.(2013)ŝษ₍aḡ ಽᝅ⨹᳑Õᄥಽᱥℕ≉ाᯱഭᵲᨱᕽⅩŝ⪶ශ0.4%ᨱݡ᮲ࡹ۵

⠪Ɂ❭ᦶ( ćƎ

×íÑÜ

)ᮥĥᔑ⦹ŁᯕෝTakahashi and Shimosako (1994)a ᱽᦩ⦽ ᮁŖ⍡ᯕᜉ ႊ❭ᱽᨱ ݡ⦽ ❭ᦶŖ᜾ŝእƱ⦹ᩡ

݅. ᯕäᮡʑᅙᱢᮝಽTakahashi᮹❭ᦶŖ᜾ᯕGoda᮹❭ᦶ᜾ᮥ

⪶ᰆ⦽⩶┽ᯕ໑, Goda᮹❭ᦶŖ᜾ᮡⅩŝ⪶ශ0.4%ᨱ⧕ݚ⦹۵ᔢ

᭥1/250❭᮹⠪Ɂ❭ᦶᨱݡ᮲ࡹʑভྙᯕ݅(van der Meer et al., 1994). ᅙᝅ⨹ᨱᕽ۵༉ुᝅ⨹᳑Õᨱݡ⦹ᩍ1000❭ෝ᳑❭⦹ᩡ

ʑভྙᨱ, ❭Ł᮹ԕฝ₉ᙽᮝಽᔢ᭥4}❭( Ǝ

ÎîÎ×××

~ Ǝ

ÑîÎ×××

)᮹↽ݡ

❭ᦶᮥ⠪Ɂ⦽äᯕ ćƎ

×íÑÜ

ᨱ⧕ݚ⦽݅.

4.1 କվಧଲਈୢ࡟࣠઩ୁ૳෇ۀ൞੺ࢫ൞ߚ

Fig. 5ᨱ۵ᱥ໕ᄞᮁŖශᯕ25%ᯙĞᬑ( © =0.25)ᨱᙹ⧪ࡽᝅ⨹

(5)

(a) (b)

Fig. 5. Distribution of p0.1%~p0.4% on the First Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab (When © = 0.25, ­Ƒ = 2.44 s, and ¡Ƒ = 11.8 cm)

(a) (b)

Fig. 6. Comparison of ćƎ×íÑÜ on the First Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab for Different Front Wall Porosity (­Ƒ = 2.44 s, and ¡Ƒ = 11.8 cm)

ᵲᨱᕽ ­

Ƒ

= 2.44 s, ¡

Ƒ

= 11.8 cm ᯝভᨱᮁŖ⍡ᯕᜉᱥ໕ᄞᨱᕽ

ĥ⊂ࡽᔢ᭥4}❭ᦶ( Ǝ

×íÎÜ

~ Ǝ

×íÑÜ

) ᮥ Ňƅ ¡

Ƒ

ಽྕ₉ᬱ⪵⦹ᩍᱽ᜽⦹

ᩡ݅. ᩍʑᕽ Ň ۵ྜྷ᮹ၡࠥ, ƅ ۵ᵲಆaᗮࠥ, əญŁ ¡

Ƒ

۵ᮁ᮹❭Ł

ෝӹ┡ԙ݅. ᔢ᭥4}᮹ĥ⊂❭ᦶᮡ࠺᜽❭ᦶᯕᦥܩ໑, bḡᱱᄥ

↽ݡ❭ᦶᮥӹ┡ԙ݅. Fig. 5(a)ᨱ۵ᮁᙹᝅᔢᇡߏ}aᨧ۵Ğᬑ, Fig. 5(b) ᨱ۵ᯩ۵Ğᬑ᮹əฝᮥbbᱽ᜽⦹ᩡᮝ໑, bəฝᨱᕽ

ǖᮡᝅᖁᮡTakahashi᮹❭ᦶ᜾ᨱᕽᱥ໕ᄞᨱaᰆⓑ❭ᦶᯕ᯲ᬊ

⦹íࡹ۵❭᮹᭥ᔢ(Takahashi and Shimosako (1994)ᨱᕽCrest Iᨱ⧕ݚ)ᯝভ᮹❭ᦶᮥӹ┡ԙ݅. Takahashi᮹❭ᦶ᜾ᨱ᮹⦹໕ᮁ

Ŗᇡ᮹Ğᬑ᯲ᬊ❭ᦶᯕ޵᯲íĥᔑࡹʑভྙᨱFig. 5ᨱᅕᯙä⃹

ౝᮁŖᇡ᪡ྕŖᇡ᮹Ğĥ໕ᨱᕽ۵❭ᦶᯕᇩᩑᗮᱢᮝಽᄡ⦹íࡽ

݅. Fig. 5ᨱᅕᯙᝅ⨹❭᳑Õ( ­

Ƒ

= 2.44 s, ¡

Ƒ

= 11.8 cm)ᨱᕽ۵

ᔢᇡߏ}ᮁྕᨱᔢšᨧᯕŖ☖ᱢᮝಽᔢ᭥4}❭ᦶᔍᯕᨱⓑ₉ᯕ aᨧᨩᮝ໑, ݡℕಽTakahashi᮹❭ᦶŖ᜾ŝᮁᔍ⦽⩶┽᮹❭ᦶ

ᇥ⡍ෝӹ┡ԕᨩ݅. ݅อ, ᮁᙹᝅᔢᇡߏ}aᨧ۵Ğᬑ(Fig. 5(a))ᨱ

እ⧕ᕽᯩᮥভ(Fig. 5(b))᮹❭ᦶᯕ18.9% ޵Ⓧíĥ⊂ࢉᮥ⪶ᯙ⧁

ᙹᯩᨩ݅.

⦽⠙, Fig. 6ᨱ۵ᯕ౨íĥ⊂ࡽᔢ᭥4}❭ᦶ᮹⠪Ɂᇥ⡍( ćƎ

×íÑÜ

)

(6)

(a) (b)

Fig. 7. Distribution of p0.1%~p0.4% on the First Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab (When © = 0.25, ­Ƒ = 2.44 s, and ¡Ƒ = 23.1 cm)

(a) (b)

Fig. 8. Comparison of ćƎ×íÑÜ on the First Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab for Different Front Wall Porosity (­Ƒ = 2.44 s, and ¡Ƒ = 23.1 cm)

ෝӹ┡ԕᨩᮝ໑, ᱥ໕ᄞᮁŖශᯕ20%ᯙĞᬑ( © =0.2) ᪡30%ᯙ

Ğᬑ( © =0.3)᮹đŝࠥ⧉̹ᱽ᜽⦹ᩡ݅. Fig. 6ᨱᕽᖙaḡᮁŖශ ᨱݡ⦽⠪Ɂ❭ᦶᇥ⡍۵ᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑaᨧ۵Ğᬑᨱ

እ⧕ᕽ20.8% ޵Ⓧíӹ┡ԍᮝ໑, ᯕäᮡFigs. 5(a) and (b)ᨱᕽӹ

┡ӽ❭ᦶ₉ᯕᨱᔢ᮲⦹۵đŝᯕ݅. ⦽⠙, ᮁᙹᝅᔢᇡߏ}ᮁྕᨱ šĥᨧᯕ ćƎ

×íÑÜ

᮹ᇥ⡍۵ᮁŖශᯕᕽಽ݅෕޵௝ࠥᕽಽእ᜘⧉ᮥ

᦭ᙹᯩ݅. ݅อ, Fig. 6(a)᮹Ğᬑ © =0.3 ᯙĞᬑᔢ⊹Ǎ᳑ྜྷᨱ᭥⊹

⦽aᰆ᭸἞᮹❭ᦶĥ(P1)ᨱᕽĥ⊂ࡽ⠪Ɂ❭ᦶᯕӹນḡࢱaḡ

Ğᬑ( © =0.2, 0.25) ᨱእ⧕ᕽ2႑aʭᯕ⍙۵ߑᯕäᮡᮁŖශ30%

ᯙĞᬑ᮹↽ݡ❭ᦶ( Ǝ

×íÎÜ

) ᯕTakahashi᮹❭ᦶ᜾ᨱእ⧕ᕽ᧞3႑

ᱶࠥⓍíĥ⊂ࡽäᨱ঑ෙđŝᯕ݅. ə్ӹ↽ݡ❭ᦶᮥᱽ᫙⦽ӹ ນḡᔢ᭥3}❭ᦶ( Ǝ

×íÏÜ

~ Ǝ

×íÑÜ

) ᮹Ğᬑᨱ۵༉ࢱTakahashi ❭ᦶ

᜾ᅕ᯲݅ᮡ❭ᦶᯕĥ⊂ࡹᨩ݅. ᯕ⃹ౝTakahashi ❭ᦶᮥⅩŝ⦹۵

ⓑ❭ᦶᯕᔢ⊹Ǎ᳑ྜྷ᭥⊹ᨱᕽᝅ⨹ᵲ1⫭ĥ⊂ࡽᯕᮁ۵໦⪶⦹ḡ

ᦫḡอᯝ᜽ᱢᮝಽⓑ❭a⧕ݚ❭ᦶĥ᭥⊹ᨱ᯲ᬊ⦹ᩡʑভྙᯙ

äᮝಽ⇵ᱶࡽ݅.

እಾFigs. 5 and 6ᨱᕽ۵ᮁŖ⍡ᯕᜉᱥ໕ᄞ᮹ᔢ᭥4}❭ᦶᇥ⡍

aᕽಽᮁᔍ⦹໕ᕽTakahashi᮹❭ᦶ᜾ŝࠥ᯹ᯝ⊹⦹ᩡŁ, ᱥ໕ᄞ

(7)

(a) (b)

Fig. 9. Normalized Integrated Wave Force Acting on the First Wall of Perforated Caisson (a) Without and (b) With the Wave Chamber Slab

ᮁŖශᨱ঑ෙ❭ᦶ₉ᯕࠥⓍḡᦫᮡĞ⨆ᮥӹ┡ԕᨩḡอᯕ్⦽

đŝa༉ुᝅ⨹❭᳑Õᨱݡ⧕ᕽᱢᬊࡹ۵äᮡᦥܩᨩ݅. Figs. 7 and 8 ᨱ۵Figs. 5 and 6ᨱᕽᅕᯙᝅ⨹❭᳑Õŝᵝʑ۵zŁ❭Ł۵

᧞2႑ᱶࠥࡹ۵ ­

Ƒ

= 2.44 s, ¡

Ƒ

= 23.1 cmᯙĞᬑᨱݡ⦽đŝෝ

ᱽ᜽⦹ᩡᮝ໑, ᯕəฝॅಽᇡ░Figs. 5 and 6ŝ۵Ǎᄥࡹ۵❭ᦶᇥ

⡍✚ᖒᮥၽč⧁ᙹᯩ݅. Fig. 7ᨱ۵ᮁᙹᝅᔢᇡߏ}ᮁྕᨱ঑ෙ

Ǝ

×íÎÜ

~ Ǝ

×íÑÜ

᮹ᇥ⡍aᱽ᜽ࡹᨩᮝ໑ᦿᕽᅕᯙFig. 5᪡۵ݍญᔢ᭥

4}❭ᦶe₉ᯕa޵૽ಘ⦹íӹ┡ԉᮥ⪶ᯙ⧁ᙹᯩ݅. ᮁᙹᝅᔢᇡ

ߏ}aᨧ۵Ğᬑ(Fig. 7(a))ᨱ۵ᱶᙹ໕ᮥ⡍⧉⦹ᩍəᅕ݅ᦥ௹἞

ᨱᯩ۵❭ᦶĥ(P3~P7)ᨱᕽ۵ Ǝ

×íÎÜ

~ Ǝ

×íÑÜ

e᮹❭ᦶ₉ᯕa7% ᯕ ԕᩡ޹ၹ໕ə᭥἞❭ᦶĥ(P1~P2)ᨱᕽ۵ Ǝ

×íÐÜ

ၰ Ǝ

×íÑÜ

ᨱእ⧕ᕽ

Ǝ

×íÏÜ

۵20%, Ǝ

×íÎÜ

۵83% ⓑ❭ᦶᯕĥ⊂ࡹᨩ݅.

⦽⠙, ᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑ(Fig. 7(b))ᨱ۵ႊ❭ᱽᱥ໕ᄞ

ᱥ݉໕ᮥ঑௝ᕽ Ǝ

×íÎÜ

ၰ Ǝ

×íÏÜ

᮹ᇥ⡍a Ǝ

×íÐÜ

ၰ Ǝ

×íÑÜ

ᨱእ⧕ᕽ༉

ुĥ⊂ᱱᨱᕽ⭉ᦍ޵ⓑsᮥӹ┡ԕᨩ݅. Ǝ

×íÑÜ

ᨱእ⧕ᕽ Ǝ

×íÐÜ

۵

2% ⍙ᮥᐱᯕḡอ, Ǝ

×íÏÜ

۵37%, Ǝ

×íÎÜ

۵40% ⓑ❭ᦶᯕĥ⊂ࡹᨩ

݅. ੱ⦽Fig. 5(b)ᨱᕽᅕᯙĞ⨆ŝ۵ݍญ༉ुĥ⊂ᱱᨱᕽᔢ᭥4}

❭ᦶ᮹Ⓧʑa༉ࢱTakahashi ❭ᦶ᜾ᨱእ⧕ᕽ޵Ⓧíĥ⊂ࡹᨩᮝ ໑, ⠪Ɂᱢᮝಽ۵ĥ⊂sᯕ❭ᦶ᜾ᨱእ⧕ᕽ48% ޵⍙݅. ⦽⠙, Fig.

8(b) ᨱᅕᯙä⃹ౝᱥ໕ᄞᮁŖශᨱ঑ෙ⠪Ɂ❭ᦶ( ćƎ

×íÑÜ

) ᮹Ⓧʑࠥ

໦႒⦽₉ᯕෝᅕᩡ݅. © =0.2 ᯙĞᬑᨱእ⧕ᕽ © =0.25 ᯝভ۵9%,

© =0.3ᯝভ۵15% ⓑ❭ᦶᯕĥ⊂ࡹᨕᮁŖශᯕⓕᙹಾᮁŖᄞᱥ໕ ᨱᕽ᮹ᱥℕᱢᯙ❭ᦶⓍʑa⍅ḡ۵Ğ⨆ᮥӹ┡ԕᨩ݅. ၹ໕ᨱᮁ

ᙹᝅᔢᇡߏ}aᨧ۵Ğᬑᨱ۵Fig. 8(a)ᨱᕽ᪡zᯕᱶᙹ໕᭥἞ᨱ ᕽ᮹❭ᦶᇥ⡍۵ᕽಽ₉ᯕෝᅕᩡḡอ, ᮁŖශ᷾aᨱ঑ෙ❭ᦶ᮹

ⓍʑaᯝšࡽĞ⨆ᮥӹ┡ԕḡ۵ᦫᦹᮝ໑᭥ᨱᕽࠥᨙɪࡽä⃹ౝ

⦽ࢱ₉ಡ᮹ⓑ❭ᦶᯕᔢ⊹Ǎ᳑ྜྷᇡᇥᨱ᯲ᬊ⧉ᨱ঑ෙđŝಽӹ┡

ӹ۵⩥ᔢᮝಽ❭ᦦࡹᨩ݅.

Figs. 5~8ᨱᕽᅕᯙä⃹ౝᮁᙹᝅᔢᇡߏ}ᮁྕᨱ঑ෙᮁŖᱥ ໕ᄞ᮹❭ᦶᇥ⡍۵ᇥ໦⦽₉ᯕෝӹ┡ԕᨩ݅. ༉ुᝅ⨹᳑Õᨱݡ

⧕ᕽᮁᙹᝅᔢᇡߏ}a᳕ᰍ⦹۵Ğᬑ᮹❭ᦶⓍʑa޵Ⓧíӹ┡ԍ ᮝ໑ᯝᇡᝅ⨹❭ᨱᕽ۵Takahashi᮹❭ᦶ᜾ᨱእ⧕ᕽ2~3႑޵ⓑ

ḡᱱᄥ❭ᦶᯕĥ⊂ࡹʑࠥ⦹ᩡ݅. ᯕ⃹ౝᮁᙹᝅᔢᇡߏ}a᳕ᰍ

⦹۵Ğᬑ᮹❭ᦶᯕᯝšࡹíⓍíĥ⊂ࡹ۵ᯕᮁ۵ᔢᇡߏ}a᳕ᰍ

⦹۵Ğᬑᱥ໕ᄞᮁŖᇡෝ☖⧕ᕽ႑⇽ࡹḡ༜⦹Łԉᮡᮁᙹᝅԕ

Ŗʑaᦶ⇶ࡹᨩ݅arᯱʑ░ḡ໕ᕽᯕಽᯙ⧕ၽᔾࡹ۵ᦶಆᯕ

ᮁᙹᝅᄞℕၰᔢᇡߏ}ᨱᱥݍࡹʑভྙᯙäᮝಽ❭ᦦࡽ݅. ɝᅙ ᱢᮝಽTakahashi᮹❭ᦶ᜾ᮡᮁᙹᝅᔢᇡߏ}a᳕ᰍ⦹ḡᦫ۵Ğ ᬑ᮹ᙹญ༉⩶ᝅ⨹đŝ(Takahashi and Shimosako, 1994)ᨱɝÑ

⦹ᩍ อॅᨕḥ ᜾ᯕʑ ভྙᨱ ᔢᇡ ߏ}a ᳕ᰍ⦹۵ Ğᬑᨱ۵

Takahashi᮹❭ᦶ᜾ᨱእ⧕ᕽ޵ⓑ❭ᦶᯕ≉ाࢁᙹᯩ݅. ݅อ, ᮁ ᙹᝅԕŖʑᦶ⇶ၰ░ḱ⩥ᔢᮡᝅ⨹❭᳑ÕᵲᨱᕽእƱᱢ❭⩶Ğᔍ aⓑᝅ⨹❭᮹Ğᬑᨱ޵v⦹íၽᔾ⦹íࡹʑভྙᨱəĞᬑ❭ᦶ

ĥ⊂sŝTakahashi ❭ᦶ᜾ŝ᮹₉ᯕࠥ޵⍅ḡíࡹ۵äᮝಽӹ┡

ԍ݅. Fig. 8ᨱᅕᯙä⃹ౝᔢᇡߏ}a᳕ᰍ⦹۵Ğᬑᱥ໕ᄞᮁŖශ ᯕⓕᙹಾᱥ໕ᄞ❭ᦶ᮹Ⓧʑa⍅ḡíࡹ۵äࠥᮁŖශᯕⓑĞᬑ

޵ฯᮡྜྷᯕᮁŖᇡෝ☖⧕ᕽᮁᙹᝅᦩ἞ᮝಽ⋉⚍⦹íࢉᨱ঑௝

ᮁᙹᝅԕᇡᨱᕽ޵዁෕Łv⦽Ŗʑᦶ⇶ᮥᮁၽ⦹໕ᕽ޵ⓑ❭ᦶᯕ

ĥ⊂ࡹ۵äᮝಽᯕ⧕⧁ᙹᯩ݅.

Fig. 9 ᨱ۵20}᮹༉ुᝅ⨹❭᳑Õᨱݡ⧕ᕽᮁŖᱥ໕ᄞᨱᕽ

(8)

(a) (b)

Fig. 10. Distribution of p0.1%~p0.4% on the Second Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab (When ©

= 0.25, ­Ƒ = 2.44 s, and ¡Ƒ = 11.8 cm)

ĥ⊂ࡽᔢ᭥4}❭ᦶ᮹⠪Ɂᇥ⡍( ćƎ

×íÑÜ

)ෝĥᔑ⦹Łᯕෝᱢᇥ⦹ᩍ

ⅾ❭ಆ( Ÿ

ŸƇƐƑƒ

) ᮥĥᔑ⦽⬥ᯕෝTakahashi᮹❭ᦶ᜾ᨱ᮹⧕Ǎ⧕ḡ ۵❭ಆ( Ÿ

­ſƉſƆſƑƆƇ

)ᮝಽྕ₉ᬱ⪵⦽sᮥ❭⩶Ğᔍ( Ƒ )ᨱš⦹ᩍӹ

┡ԕᨩ݅. ݉, ⅾ❭ಆĥᔑ᜽ᨱ۵ᱥ໕ᄞᮁŖᇡ᮹ᮁŖශᨱ঑ෙ݉

໕ᱢqᗭෝŁಅ⦹ᩍĥᔑᮥᙹ⧪⦹ᩡ݅. Fig. 9(a)ᨱᅕᯙä⃹ౝ

ᮁᙹᝅᔢᇡߏ}aᨧᮥভ۵ Ÿ

ŸƇƐƑƒ

îŸ

­ſƉſƆſƑƆƇ

᮹sᯕݡℕಽ1 ɝ⃹ᨱᕽ ⩶ᖒࡹᨩ݅. ݅อ, ᯝᇡᝅ⨹ᯱഭ᮹Ğᬑᨱ۵ Ÿ

ŸƇƐƑƒ

î

Ÿ

­ſƉſƆſƑƆƇ

᮹sᯕ1.4 ᱶࠥᨱᯕ෕۵॒እƱᱢⓑĞᬑaᯩᨩ۵ߑ,

ᯕäᮡFigs. 6(a) and 8(a)ᨱᕽ᪡zᯕᱶᙹ໕᭥἞ᨱ᭥⊹⦽❭ᦶĥ ᨱᕽ1~2⫭ᱶࠥTakahashi ❭ᦶᮥⓍíᔢ⫭⦹۵❭ᦶᯕĥ⊂ࢉᨱ

঑ෙđŝᯕ݅. ၹ໕ᨱ, Fig. 9(b)ᨱᅕᯙä⃹ౝᮁᙹᝅᔢᇡߏ}a

ᯩ۵Ğᬑᨱ۵ Ÿ

ŸƇƐƑƒ

îŸ

­ſƉſƆſƑƆƇ

᮹sᯕݡℕಽ1ᅕ݅۵ⓑsᮥӹ

┡ԕᨩᮝ໑, ✚⯩❭⩶Ğᔍ( Ƒ )ᨱ঑௝ᕽ᷾a⦹۵Ğ⨆ᮥᅕᩡ݅. ᯕ ಽᇡ░ᮁᙹᝅᔢᇡߏ}a᳕ᰍ⦹۵ĞᬑᮁŖ⍡ᯕᜉᱥ໕ᄞᨱ᯲ᬊ

⦹۵❭ಆᯕTakahashi᮹❭ᦶ᜾ᨱእ⧕ᕽ޵Ⓧ໑, əᔢݡᱢᯙ₉ᯕ ۵❭⩶Ğᔍa⍅ḱᨱ঑௝ᕽ޵ᬒ᷾a⦹íࢉᮥ᦭ᙹᯩ݅. ੱ⦽,

❭ᦶ᮹đŝ᪡ษ₍aḡಽᮁŖශ᷾aᨱ঑௝ᕽᱥ໕ᄞ᯲ᬊ❭ಆᯕ

⍅ḡíࢉᮥ⪶ᯙ⧁ᙹᯩᨩ݅. © =0.2 ᯙĞᬑᨱݡ⦽ⅾ❭ಆ᮹᷾a ᮉᮡ © =0.25ᯝভ۵4.8%, © =0.3ᯝভ۵9.6%ಽӹ┡ԍ݅. ᯕ⃹ౝ

❭⩶ĞᔍၰᮁŖශ᷾aᨱ঑ෙ❭ಆ᮹᷾aĞ⨆ᮡᯕ్⦽᳑Õᨱᕽ

ᮁᙹᝅԕŖʑᦶ⇶ၰ░ḱ⩥ᔢᯕ޵ᛞíၽᔾ⦹ʑভྙᯙäᮝಽ

⇵ᱶࡽ݅.

⦽⠙, Oh et al. (2013)᮹Fig. 12(c)ᨱᕽࠥFig. 9(b)᪡ᮁᔍ⦽əฝ

ᮥᱽ᜽⦽ၵᯩ۵ߑ, ᱥℕᱢᯙĞ⨆ᮡࢱəฝᯕᮁᔍ⦹ḡอ Ÿ

ŸƇƐƑƒ

î

Ÿ

­ſƉſƆſƑƆƇ

᮹sᯕOh et al. (2013)ᨱᕽ۵1.05~1.72᮹ჵ᭥ᩡ޹ၹ ໕ᅙםྙᨱᕽ۵1.06~2.53᮹ჵ᭥ಽᕽ Ÿ

ŸƇƐƑƒ

îŸ

­ſƉſƆſƑƆƇ

᮹sᯕ

ݡℕಽ޵Ⓧíᱽ᜽ࡹᨩ݅. ᯕ్⦽₉ᯕaၽᔾ⦽ᯕᮁ۵Oh et al.

(2013) ᨱᕽᱽ᜽⦽ᯝᇡđŝ᮹Ğᬑ❭ᦶĥ᮹ᬊప⦽ĥ॒᮹ྙᱽಽ

ᯙ⧕ᕽᮁᙹᝅԕv⦽Ŗʑᦶ⇶ᯕၽᔾ⦽Ğᬑ᮹ᯝᇡᝅ⨹ᯱഭᨱᕽ

❭ᦶ᮹↽ݡsᯕ᪉ᱥ⯩ĥ⊂ࡹḡ༜⧩ʑভྙᯕ݅. ᅙᩑǍᨱᕽ۵

ᖁ⧪ᩑǍᨱᕽᯕ్⦽ྙᱽᱱᯕᯩᮭᮥၽč⦽⬥⧕ݚᝅ⨹❭᳑Õᨱ

ݡ⦹ᩍᬊపᯕ޵ⓑ❭ᦶĥෝ႑⊹⦹Łᰍᝅ⨹ၰᰍᇥᕾᮥᙹ⧪⦹ᩍ

ᮁᙹᝅԕŖʑᦶ⇶ၽᔾᨱ঑ෙ∊Ċ❭ᱢ❭ᦶ↽ݡsᯕ᯹ĥ⊂ࡹࠥ

ಾ⦹ᩡᮝ໑, ᯕᝅ⨹ᯱഭෝᯕᬊ⦹ᩍᇥᕾࡽđŝෝFig. 9(b)ᨱᱽ᜽

⦹ᩡ݅.

4.2 କվಧଲਈบ࡟࣠઩ୁ૳෇ۀ൞੺ࢫ൞ߚ

ᮁŖ⍡ᯕᜉ⬥໕ᄞᨱ᯲ᬊ⦹۵❭ᦶᨱݡ⧕ᕽࠥᱥ໕ᄞ᮹Ğᬑ᪡

ษ₍aḡಽⅩŝ⪶ශ0.4%ᨱݡ᮲ࡹ۵ᔢ᭥4}❭ᦶᇥ⡍ෝ₟Ł

ᯕෝ⠪Ɂ⦽❭ᦶ( ćƎ

×íÑÜ

) ŝTakahashi᮹❭ᦶ᜾ᮥእƱ⦹۵ᇥᕾᮥ

ᙹ⧪⦹ᩡ݅. ᮁŖ⍡ᯕᜉ⬥໕ᄞ᮹Ğᬑᯝၹᱢᮝಽ❭ᅪᯕ⬥໕ᄞᨱ

᭥⊹⦹۵ ᭥ᔢᨱᕽ aᰆ ⓑ ❭ᦶᯕ ၽᔾ⦹ʑ ᛍᬑ໑, ᝅᱽಽ

Takahashi ❭ᦶ᜾ᨱᕽࠥᯕ్⦽᳑Õ(Takahashi and Shimosako (1994)ᨱᕽCrest IIbᨱ⧕ݚ)ᨱᕽ⬥໕ᄞ❭ᦶᯕaᰆⓍíĥᔑࡽ

݅. ঑௝ᕽᅙᩑǍᨱᕽࠥᮁᙹᝅ⬥໕ᄞᨱᕽĥ⊂ࡽ❭ᦶᮥCrest IIb ᳑Õᨱᕽ᮹Takahashi ❭ᦶ᜾ŝእƱ⦹ᩡ݅. Fig. 10ᮡᱥ໕ᄞ

ᮁŖශᯕ25%ᯙĞᬑ ­

Ƒ

=2.44 s, ¡

Ƒ

= 11.8 cm ᯙᝅ⨹❭ᨱݡ⦽

ྕ₉ᬱ⬥໕ᄞ❭ᦶĥ⊂đŝෝӹ┡ԙäᯕ݅. 4.1ᱩᨱᕽ᪡ษ₍a ḡಽFig. 10ᨱᅕᯙᔢ᭥4}ĥ⊂❭ᦶ( Ǝ

×íÎÜ

~ Ǝ

×íÑÜ

) ᮡ࠺᜽❭ᦶᯕ

ᦥܩ໑bḡᱱᄥ↽ݡ❭ᦶᨱ⧕ݚ⦽݅. ᯕᝅ⨹❭᳑Õᨱᕽ۵ᮁᙹ ᝅᔢᇡߏ}aᨧÑӹ(Fig. 10(a)) ᯩ۵(Fig. 10(b)) Ğᬑ༉ࢱᔢ᭥

4}ĥ⊂❭ᦶ᮹sᯕⓑ⠙₉ෝᅕᯕḡᦫᦹ݅. ੱ⦽, ĥ⊂❭ᦶ᮹Ⓧ

(9)

(a) (b)

Fig. 11. Comparison of ćƎ×íÑÜ on the Second Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab for Different Front Wall Porosity (­Ƒ = 2.44 s, and ¡Ƒ = 11.8 cm)

ʑ۵ᔢᇡߏ}aᨧ۵Ğᬑ᪡ᯩ۵Ğᬑ༉ࢱTakahashi ❭ᦶ᜾ŝ

እƱᱢ᯹ᯝ⊹⦹۵Ğ⨆ᮥӹ┡ԕᨩ݅. ⦽⠙, Fig. 11ᨱ۵ᱥ໕ᄞᮁ

Ŗශᯕ20, 25, 30%ᯙĞᬑbbᨱݡ⧕ᕽᔢ᭥4}❭ᦶ᮹⠪Ɂᇥ⡍

( ćƎ

×íÑÜ

)ෝᱽ᜽⦹ᩡᮝ໑, ᯕᝅ⨹❭᳑Õᨱᕽ۵ᔢᇡߏ}ᮁྕᨱᔢ šᨧᯕᱥ໕ᄞᮁŖශᯕ݅෥ᨱࠥᇩǍ⦹Ł ćƎ

×íÑÜ

᮹ᇥ⡍aݡℕಽ

እ᜘⧉ᮥ⪶ᯙ⧁ᙹᯩ݅.

ə్ӹFigs. 12 and 13ᨱᅕᯙä⃹ౝᵝʑ۵zḡอ❭Ł۵2႑

ᱶࠥಽ޵ⓑ ­

Ƒ

=2.44 s, ¡

Ƒ

=23.1 cmᯙ᳑Õᨱᕽ۵ᮁŖ⍡ᯕᜉ⬥໕ ᄞᨱᕽ᮹ᔢ᭥4}❭ᦶ᮹ᇥ⡍ၰə⠪Ɂ❭ᦶ᮹ᮁŖශᨱ঑ෙ₉ᯕ aᱥ⩡݅ෙ✚ᖒᮥӹ┡ԕᨩ݅. Fig. 12(a)ᨱᕽ᪡zᯕᮁᙹᝅᔢᇡ

ߏ}aᨧ۵ĞᬑᨱࠥᱥၹᱢᮝಽTakahashi ❭ᦶ᜾ᮥⅩŝ⦹۵❭

ᦶᯕĥ⊂ࡹᨩ݅. ✚⯩ᱶᙹ໕ၰə᭥἞ᨱ᭥⊹⦽❭ᦶĥ(P10~P11)

᪡ᮁᙹᝅ⦹ᇡ⊂(P14~P15)ᨱ᭥⊹⦽❭ᦶĥᨱᕽᔢݡᱢᮝಽⓑ❭

ᦶᯕ≉ाࡹᨩ݅. ⦽⠙, ᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑᨱ۵ᯕ᪡۵݅

ෙ✚ᖒᯕӹ┡ԍ۵ߑᱶᙹ໕ၵಽᦥ௹ᨱ᭥⊹⦽❭ᦶĥ(P12) ၰᮁ

ᙹᝅ⦹ᇡ⊂❭ᦶĥ(P14~P15)ᨱᕽⓑ❭ᦶᯕĥ⊂ࡹᨩᮝ໑əⓍʑ ۵Takahashi ❭ᦶ᜾᮹2႑ᯕᔢᯕࢁᱶࠥಽๅᬑ⍙݅. ✚⯩, ᯕĞᬑ ᨱ۵ᔢ᭥4}❭ᦶeⓍʑaๅᬑ૽ಘ⦽₉ᯕෝӹ┡ԕᨩ݅.

⦽⠙, Fig. 13ᨱᕽᱥ໕ᄞᮁŖශᨱ঑ෙ⠪Ɂ❭ᦶ( ćƎ

×íÑÜ

) ᮹ᇥ⡍

ෝᔕ⠕ᅕ໕, ᔢᇡߏ}aᨧ۵Ğᬑ(Fig. 13(a))ᨱ۵ݡℕಽᮁŖශ ᨱ঑ෙ❭ᦶᇥ⡍᮹₉ᯕaⓍḡᦫᦹ݅. ᱶᙹ໕ၵಽᦥ௹ᨱ᭥⊹⦽

❭ᦶĥ(P12) ĥ⊂ᯱഭෝᱽ᫙⦹໕ᮁŖශᨱ঑ෙ❭ᦶⓍʑ۵2%

ᯕԕᨱᇩŝ⦹ᩡ݅. ݅อ, ᱶᙹ໕ၵಽᦥ௹ᨱ᭥⊹⦽❭ᦶĥ(P12)ᨱ ᕽ۵ᮁŖශᯕ20%ᯙĞᬑ( © =0.2)᮹⠪Ɂ❭ᦶᇥ⡍aaᰆⓍíӹ

┡ԍ۵ߑ, ↽ݡ❭ᦶ( Ǝ

×íÎÜ

)᮹sᯕ݅ෙᮁŖශ᳑Õ( © =0.25 ੱ۵

0.3)ᨱእ⧕ᕽ30% ᯕᔢⓍíĥ⊂ࢉᨱ঑ෙđŝᯕ݅. ᯕ్⦽⩥ᔢ

ᮡ © =0.2ᯝভ᮹ᝅ⨹ᵲ Ǝ

×íÎÜ

ᨱ⧕ݚ⦹۵❭ᦶᮥᮁၽ⦽✚ᱶ⦽⦹

ӹ᮹❭aᮁŖ⍡ᯕᜉ⬥໕ᄞᨱⓑ❭ᦶᮥ᯲ᬊ᜽⎑ʑভྙᨱӹ┡ӽ

đŝಽᇥᕾࡹᨩ݅. ✚ᄥ⯩, ᔢᇡߏ}aᨧ۵Ğᬑᨱ۵ᱥℕ20}

ᝅ⨹❭ᵲ2}ᝅ⨹❭᳑Õᨱᕽ © =0.25 ੱ۵0.3ᯝভᨱእ⧕ᕽ ©

=0.2ᯝভ⩥ᱡ⦹íⓑ∊Ċ❭ᱢ❭ᦶᯕᱶᙹ໕ၵಽᦥ௹ᨱ᭥⊹⦽

❭ᦶĥ(P12)ᨱᕽĥ⊂ࡹᨩ݅. ᯕ⃹ౝ © =0.2ᯝভᨱอ✚Ḷᱢᮝಽ

ⓑ❭ᦶᯕ⬥໕ᄞᨱ᯲ᬊ⦹íࡹ۵ᯕᮁ۵ᯕĞᬑእಾᮁᙹᝅᔢᇡߏ }۵ᨧḡอᔢݡᱢᮝಽᮁᙹᝅᱥ໕ᄞᮁŖᇡ໕ᱢᯕaᰆ᳢ᦥᕽ

∊Ċ❭⩶┽ಽᮁᙹᝅԕಽ⋉⚍⦽ྜྷ᮹ᯝᇡaᙽeᱢᮝಽᮁᙹᝅ

ԕᨱ₉⠱ࡹ۵⬉ŝ᪡šಉᯕᯩᮥäᮝಽ⇵ᱶࡽ݅.

ၹ໕ᨱ, ᔢᇡߏ}aᯩᮥভ(Fig. 13(b))ᨱ۵ᱥၹᱢᮝಽ۵ᮁŖ ශᯕ᷾a⧉ᨱ঑௝5~15% ᱶࠥ޵ⓑ❭ᦶᯕĥ⊂ࡹ۵Ğ⨆ᯕӹ┡

ԍᮝ໑, ᯕ۵ᱥ໕ᄞᨱᕽӹ┡ԍ޹đŝ᪡zᮡĞ⨆ᯕᨩ݅. ə్ӹ

ᱶᙹ໕ၵಽᦥ௹ᨱ᭥⊹⦽❭ᦶĥ(P12)ᨱᕽอⓝᮡ݅ෙĥ⊂ᱱᨱ

እ⧕ᕽ1.5~2႑ᱶࠥࡹ۵ๅᬑⓑ❭ᦶᯕĥ⊂ࡹᨩᮝ໑, ੱ⦽ᮁŖශ ᯕ᯲ᮥᙹಾᔢݡᱢᮝಽ޵ⓑ❭ᦶᯕӹ┡ԍ݅. ੱ⦽Fig. 12(b)ᨱᕽ

ࠥ᦭ᙹᯩॐᯕ↽ݡ❭ᦶ( Ǝ

×íÎÜ

)ᮡྜྷುӹນḡ3}᮹ᔢ᭥ĥ⊂❭ᦶ ( Ǝ

×íÏÜ

~ Ǝ

×íÑÜ

)ᨱᕽ༉ࢱᯕ్⦽vಆ⦽❭ᦶ᯲ᬊ⩥ᔢᯕš⊂ࡹᨩ݅.

ך⪵ࡽእॵ᪅š⊂ᩢᔢᮥšₑ⧕ᅙđŝႊ❭ᱽᱥ໕ᨱᕽᘥ❭a

ၽᔾ⦹໕ᕽǭ❭(plunging)᪡ᮁᔍ⦽⩶┽ಽḢᱲᮁᙹᝅԕಽྜྷᯕ

⋉⚍⦹໕ᕽ⬥໕ᄞᨱḢᱲྜྷᯕᇡঋ⋁ভᯕ్⦽⩥ᔢᯕၽᔾ⦹ʑ

ᛍᬑ໑, ᮁᙹᝅᔢᇡߏ}a᳕ᰍ⦹۵Ğᬑᮁᙹᝅԕᨱᕽᙽeᱢᮝಽ

ྜྷᯕh⯩ʑভྙᨱᔢᇡߏ}aᨧ۵Ğᬑᨱእ⧕ᕽᔢݡᱢᮝಽ޵

ⓑ❭ᦶᯕĥ⊂ࡽäᮝಽᇥᕾࡹᨩ݅.

(10)

(a) (b)

Fig. 12. Distribution of p0.1%~p0.4% on the Second Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab (When ©

= 0.25, ­Ƒ = 2.44 s, and ¡Ƒ = 23.1 cm)

(a) (b)

Fig. 13. Comparison of ćƎ×íÑÜ on the Second Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab for Different Front Wall Porosity (­Ƒ = 2.44 s, and ¡Ƒ = 23.1 cm)

ษḡสᮝಽ, Fig. 14ᨱ۵20}ᱥℕᝅ⨹❭᳑Õᨱݡ⧕ᕽ⬥໕ᄞ ᨱᕽĥ⊂ࡽᔢ᭥4}❭ᦶ᮹⠪Ɂᇥ⡍( ćƎ

×íÑÜ

) ၰTakahashi ❭ᦶ᜾

ᮥᯕᬊ⦽❭ಆĥᔑsᮥእƱ⦹ᩍᱽ᜽⦹ᩡ݅. Fig. 14(a)ᨱᅕᯙä

⃹ౝᔢᇡߏ}aᨧᮥĞᬑᨱ۵ Ÿ

¬ƃƁƍƌƂ

îŸ

­ſƉſƆſƑƆƇ

᮹sᯕݡℕಽ

1 ɝ⃹ᨱᇥ⡍⦹ᩡᮝӹᯝᇡᝅ⨹❭᳑Õᨱᕽ۵1.5ᯕᔢࡹ۵ⓑsᮥ

ӹ┡ԕʑࠥ⦹ᩡᮝ໑, ᯕäᮡ᭥ᨱᕽᨙɪ⦽ä⃹ౝᱶᙹ໕ɝ⃹ᨱᕽ

ๅᬑv⦽∊Ċ❭ᱢ❭ᦶᯕ1~2⫭ᱶࠥ⬥໕ᄞᨱ᯲ᬊ⦹íࢉᨱ঑ෙ

đŝᯕ݅. ၹ໕ᨱ, ᔢᇡߏ}a᳕ᰍ⦹۵Ğᬑᨱ۵ Ÿ

¬ƃƁƍƌƂ

îŸ

­ſƉſƆſƑƆƇ

᮹sᯕݡℕಽ1ᅕ݅۵ⓑsᮥӹ┡ԕᨩᮝ໑❭⩶Ğᔍ( Ƒ )a᷾a

⧉ᨱ঑௝ɪĊ⦹í⍅ḡ۵Ğ⨆ᮥᅕᩡ݅. ᯕ్⦽đŝ۵ᦿᕽ

Ÿ

ŸƇƐƑƒ

îŸ

­ſƉſƆſƑƆƇ

ᨱݡ⦽ĥᔑđŝ᪡ๅᬑᮁᔍ⦽Ğ⨆ᯕḡอ, ᱥ໕ ᄞ᯲ᬊ❭ಆ( Ÿ

ŸƇƐƑƒ

)ᨱእ⧕ᕽ⬥໕ᄞ᯲ᬊ❭ಆ( Ÿ

¬ƃƁƍƌƂ

)ᯕᔢݡᱢ ᮝಽ❭⩶Ğᔍa᯲ᮡĞᬑ( Ƒ ï ×í×Ñ ) ᨱ۵Takahashi ❭ᦶ᜾ᨱ᮹

⦽đŝ( Ÿ

­ſƉſƆſƑƆƇ

)᪡޵ᮁᔍ⦽ၹ໕❭⩶Ğᔍa⍅ḡíࡹ໕( Ƒ ⴍ 0.04) ᪅⯩ಅ Ÿ

­ſƉſƆſƑƆƇ

᪡᮹⠙₉a޵⍅ḡ۵Ğ⨆ᮥӹ┡ԕᨩ݅.

ੱ⦽, Fig. 14(b)ᨱᕽᮁŖශᯕ᷾a⧉ᨱ঑௝ᕽ⬥໕ᄞ᯲ᬊ❭ಆࠥ

ݡℕಽ⍅ḡ۵Ğ⨆ᮥ⪶ᯙ⧁ᙹᯩᨩ݅. © =0.2 ᯙĞᬑᨱݡ⦽ⅾ❭

ಆ᮹᷾aᮉᮡ © =0.25ᯝভ۵5.2%, © =0.3ᯝভ۵11.4%ಽӹ┡

(11)

(a) (b)

Fig. 14. Normalized Integrated Wave Force Acting on the Second Wall of Perforated Caisson (a) Without and (b) With the Wave Chamber Slab

ԍᮝ໑, ᯕäᮡᔢᇡߏ}aᯩ۵Ğᬑ᮹ᱥ໕ᄞ᯲ᬊ❭ಆđŝ(Fig.

9(b)) ᪡Ñ᮹ᯝ⊹⦹۵Ğ⨆ᯕ݅.

5. đು

ᅙᩑǍᨱᕽ۵ᮁŖ⍡ᯕᜉᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑၰᨧ۵

Ğᬑᨱݡ⦽݉໕ᙹญ༉⩶ᝅ⨹ᮥᙹ⧪⦹ᩍ⍡ᯕᜉᱥ໕ᄞၰ⬥໕ᄞ ᨱ᯲ᬊ⦹۵❭ᦶᇥ⡍ෝĥ⊂⦹Łəᇥᕾđŝෝᱽ᜽⦹ᩡ݅. əđ ŝᮁᙹᝅᔢᇡߏ}aᯩ۵Ğᬑ᮹ᱥ໕ᄞၰ⬥໕ᄞ❭ᦶᯕə౨ḡ

ᦫᮡĞᬑᨱእ⧕ᕽ૽ಘ⦹íⓍ݅۵äᮥᇥ໦⦹í⪶ᯙ⧁ᙹᯩᨩᮝ ໑, ᯕäᮡᔢᇡߏ}ಽᯙ⧕ᮁᙹᝅԕᇡᨱᕽၙ⃹႑⇽ࡹḡ༜⦽Ŗ ʑaᦶ⇶ࡹᨩ݅a░ḡ۵⩥ᔢᨱ঑ෙ⩥ᔢভྙᯙäᮝಽᇥᕾࡹᨩ

݅. ✚⯩, ᱥ໕ᄞᮁŖශᯕⓕᙹಾฯᮡྜྷᯕᮁᙹᝅԕᇡಽ⋉⚍⦹ᩍ

޵዁෕Łv⦽Ŗʑᦶ⇶⩥ᔢᮥၽᔾ᜽┍a܆ᖒᯕ׳ᮝ໑ᯕ్⦽

ᯕᮁಽݡℕಽᮁŖශ᷾aᨱ঑௝޵ⓑ❭ᦶᯕĥ⊂ࡽäᮝಽ❭ᦦࡽ

݅. ᱥ໕ᄞᮁŖශᯕ30%ᯙĞᬑ۵20%ᯙ᳑Õᨱእ⧕ᕽ⠪Ɂᱢᮝ ಽ᧞10% ᱶࠥ޵ⓑ❭ᦶᯕĥ⊂ࡹᨩ݅. ĥ⊂ࡽ❭ᦶᮥᱢᇥ⦹ᩍ

᨜ᨕḥ❭ಆࠥᔢᇡߏ}aᯩ۵Ğᬑᨱ۵ݡᇡᇥ᮹ᝅ⨹❭᳑Õᨱᕽ

Takahashi᮹ ❭ᦶ᜾ᨱ ᮹⦽ ❭ಆᅕ݅ ⓑ sᮥ ӹ┡ԕᨩ݅.

Takahashi ❭ᦶ᜾ᨱ᮹⦽❭ಆsᨱݡ⦽ᱥ໕ᄞၰ⬥໕ᄞᨱᕽĥ⊂

ࡽ❭ಆs᮹እᮉᮡ❭⩶Ğᔍ᷾aᨱ঑௝᷾a⦹۵Ğ⨆ᮥӹ┡ԕᨩ ᮝ໑, ❭⩶Ğᔍaⓑᝅ⨹❭᳑Õᨱᕽ۵2.5 ᯕᔢࡹ۵sᮥᅕᯕʑࠥ

⦹ᩡ݅. ᯕ్⦽ᱱᮥŁಅ⧕ᅝভTakahashi᮹❭ᦶ᜾ᮝಽ۵ᩩ⊂⧁

ᙹᨧ۵ๅᬑⓑ❭ᦶᯕ⍡ᯕᜉႊ❭ᱽᨱ᯲ᬊ⦹۵äᮥႊḡ⦹ʑ᭥⧕

ᕽᮁᙹᝅᔢᇡߏ}a᳕ᰍ⦹۵ᮁŖ⍡ᯕᜉ⩶᜾ᮡaɪᱢ₥┾⦹ḡ

ᦫ۵äᯕၵ௭Ḣ⦹ḡอᇩa⦝⦽Ğᬑ❭⩶Ğᔍaⓑ❭᯲ᬊ᜽᮹

∊Ċᱢᯙ❭ᦶᮥa܆⦽⦝⧁ᙹᯩࠥಾᖅĥ᜽ฯᮡᵝ᮹ෝʑᬙᯕ۵

äᯕ⦥᫵⧁äᯕ݅. ݅อ, ᅙᩑǍᨱᕽᱽ᜽ࡽ❭ᦶĥ⊂đŝ۵ǎᇡ ᱢᯙᇡᰍᖅĥšᱱᨱᕽ᮹ၙᯩíᱢᬊ⦹۵äᯕၵ௭Ḣ⦹໑ᮁᙹᝅ

ᔢᇡߏ}aᯩᮥĞᬑ᮹ᮁŖ⍡ᯕᜉႊ❭ᱽᯱℕ᮹ᦩᱶᖒᮥá☁⦹

ʑ᭥⧕ᕽ۵ಽऽᖡ॒ᮥᯕᬊ⦹ᩍ❭᯲ᬊᨱ঑ෙ❭ಆᮥḢᱲĥ⊂⦽

ᙹญ༉⩶ᝅ⨹ᮥᙹ⧪⧁⦥᫵aᯩ݅.

qᔍ᮹ɡ

ᅙᩑǍ۵⦽ǎ⧕᧲ŝ⦺ʑᚁḥ⯆ᬱ᮹℉݉⧎อÕᖅʑᚁ}ၽᔍ ᨦ‘ʑ⬥ᄡ⪵ݡ᮲⧎อᖅĥʑᵡ}ᖁႊᦩᩑǍ(1݉ĥ)(PM57220)’

᮹ḡᬱᮥၼᦥᙹ⧪ࡹᨩ᜖ܩ݅.

References

Allsop, N. W. H., Vicinanza, D. and McKenna, J. E. (1996). Wave forces on vertical and composite breakwaters, HR Wallingford Report, SR 443.

Bergmann, H. and Oumeraci, H. (2000). “Wave loads on perforated caisson breakwaters.” Proc. 27th Int. Conf. Coast. Engrg, ASCE, pp. 1622-1635.

Evans, D. V. (1990). “The use of porous screens as wave dampers in narrow wave tanks.” J. Engrg. Mech, Vol. 24, pp. 203-212.

Franco, L., de Gerloni, M., Passoni, G. and Zacconi, D. (1998).

“Wave forces on solid and perforated caisson breakwaters: comparison

of field and laboratory measurements.” Proc. 26th Int. Conf.

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Coast. Engrg, ASCE, pp. 1945-1958.

Isaacson, M., Baldwin, J., Allyn, N. and Cowdell, S. (2000). “Wave interactions with perforated breakwater.” J. Wtrwy. Port Coast.

Ocean Engrg, Vol. 126, No. 5, pp. 229-235.

Jarlan, G. E. (1961). “A perforated vertical wall breakwater.” The Dock and Harbor Authority, Vol. XII, No. 486, pp. 394-398.

Liu, Y., Li, Y. C., Teng, B., Jiang, J. J. and Ma, B. L. (2008). “Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters.” Coast. Engrg, Vol. 55, pp. 537-552.

Losada, I. J., Losada, M. A. and Baquerizo, A. (1993). “An analytical method to evaluate the efficiency of porous screens as wave dampers.” Appl. Ocean Res, Vol. 15, pp. 207-215.

Oh, S. H., Ji, C. H., Oh, Y. M. and Jang S. C. (2013). “Comparison of wave pressure acting on the front wall according to the porosity of caisson breakwater having cap ot wave chamber.” J.

Korean Soc. Civil Engrs, Vol. 33, No. 2, pp. 573-584 (in Korean).

Suh, K. D. and Park, W. S. (1995). “Wave reflection from perforated- Wall caisson breakwaters.” Coast. Engrg, Vol. 26, pp. 177-193.

Suh, K. D., Park, J. K. and Park, W. S. (2006). “Wave reflection from

partially perforated-wall caisson breakwater.” Ocean Engrg, Vol 33, pp. 264-280.

Tabet-Aoul, E. and Lambert, E. (2003). “Tentative new formula for maximum horizontal wave forces acting on perforated caisson.”

J. Wtrwy. Port Coast. Oc. Engrg, Vol. 129, No. 1, pp. 34-40.

Takahashi, S. and Shimosako, K. (1994). “Wave pressure on a perforated wall caisson.” Proc. Int. Conf, Hydro-tech. Eng. Port Harbor Const (HYDRO-PORT '94), pp. 747-764.

Takahashi, S., Tanimoto, K. and Shimosako, K. (1993). Experimental

features of impulsive pressure and the impulsive pressure coefficient, Rep. Port Harbour Res. Inst, Vol. 31, No. 5, pp. 33-72.

Tanimoto, K. and Takahashi, S. (1994). “Design and construction of

Vol. 22, pp. 57-77.

Van der Meer, J. W., d'Angremond, K. and Juhl, J. (1994).

“Probabilistic calculations of wave forces on vertical structures.”

Proc. 24th Int. Conf. Coast. Engrg, ASCE, pp. 1754-1767.

수치

Fig. 1. Six Different Wave Phases on the Perforated Caisson Defined by Takahashi and Shimosako (1994)
Table 1. Modification Factors for Horizontal Wave Forces on Perforated Caisson
Fig. 3. Front and Side View of the Caisson Model (unit: mm)
Fig. 5. Distribution of p 0.1% ~ p 0.4%  on the First Wall of the Perforated Caisson (a) Without and (b) With the Wave Chamber Slab (When  ©  =  0.25,  ­ Ƒ  = 2.44 s, and  ¡ Ƒ  = 11.8 cm)
+7

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