Revision of "the Technical Standard for Port and Harbor Structures" Based on LRFD

Masahiro Takenobu, Masafumi Miyata, Yusuke Honjo, Yu Otake, Takehiko Sato, Satoshi Nishioka

研究成果: Conference article査読

抄録

The partial factor method (PFM) based on Level 1 reliability design method had been introduced in 2007 to the technical standards for port and harbor facilities (TSPHF) in Japan. After nearly 10 years of practice, we have now decided to revise the standard to the load and resistance factor design (LRFD). This paper first compare the PFM and the LRFD through an example, i.e. the sliding and the overturning of gravity type quay wall. Then some discussions are made on various advantages of the LRFD over the PFM.

本文言語English
ページ(範囲)514-523
ページ数10
ジャーナルGeotechnical Special Publication
GSP 283
DOI
出版ステータスPublished - 2017 1 1
外部発表はい
イベントGeo-Risk 2017: Reliability-Based Design and Code Developments - Denver, United States
継続期間: 2017 6 42017 6 7

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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