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ISSN1346-7840 港湾空港技術研究所 資料 TECHNICAL NOTE OF THE PORT AND AIRPORT RESEARCH INSTITUTE No.1329 December 2016 防波堤ケーソンにおける部材設計の合理化に関する一考察 宇野 健司 加藤 絵万 川端雄一郎 国立研究開発法人 海上・港湾・航空技術研究所 National Institute of Maritime, Port and Aviation Technology, Japan

港湾空港技術研究所 資料 - pari.go.jp³‡料No.1329.pdf · TECHNICAL NOTE OF THE PORT AND AIRPORT RESEARCH INSTITUTE ... Commentaries for Port and Harbor Facilities in

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ISSN1346-7840

港湾空港技術研究所

資料

TECHNICAL NOTE

OF

THE PORT AND AIRPORT RESEARCH INSTITUTE

No.1329 December 2016

防波堤ケーソンにおける部材設計の合理化に関する一考察

宇野 健司

加藤 絵万

川端雄一郎

国立研究開発法人 海上・港湾・航空技術研究所

National Institute of Maritime, Port and Aviation Technology, Japan

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Fundamental study on rational designof structural member of caisson in breakwater

Kenji UNO*Ema KATO**Yuichiro KAWABATA*

Synopsis

Following the performance-based design currently adopted in the Technical Standards and

Commentaries for Port and Harbor Facilities in Japans, design method of structural members

comprising a caisson was discussed. Firstly a comparison between the former and the current

design methods for structural reinforced concrete (RC) members was reviewed; namely

allowable-stress design and limit state design, respectively. Then the critical index for verification

with respect to limit states of structural member in caisson was investigated. According to the result

of investigation, serviceability limit state of structural member turned out to be the most severe

state frequently to determine the structural details such as cross-section and bar arrangement of

structural RC member. Especially the crack width, one of the serviceability limit states, had a great

impact on bar arrangement. These investigations put particular emphasis on the importance of

in-depth discussions of crack width of concrete member in terms of serviceability as well as

durability. These points were summarized, with special references to the standard specification by

Japan Society of Civil Engineers (JSCE) and other related studies.

Key Words: caisson, performance verification, serviceability limit state, crack width

* Senior Researcher, Structural Mechanics Group

** Head, Structural Mechanics Group3-1-1 Nagase, Yokosuka, 239-0826 Japan

Phone +81-46-844-5059 Fax +81-46-844-0255 e-mail:[email protected]���

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* ** *

*

**

239-0826 3-1-1

046-844-5059 Fax 046-844-0255 e-mail:[email protected]���

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Copyright ○C (2016)by MPAT All rights reserved. No part of this book must be reproduced by any means without the written permission of the President of MPAT この資料は、海上・港湾・航空技術研究所理事長の承認を得て刊行したものである。したがって、

本報告書の全部または一部の転載、複写は海上・港湾・航空技術研究所理事長の文書による承認を

得ずしてこれを行ってはならない。

港湾空港技術研究所資料 No.1329

2016.12

編集兼発行人 国立研究開発法人海上・港湾・航空技術研究所

発 行 所 港 湾 空 港 技 術 研 究 所 横 須 賀 市 長 瀬 3 丁 目 1 番 1 号

TEL. 046(844)5040 URL. http://www.pari.go.jp/

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