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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

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.

Original languageEnglish
Title of host publicationGeotechnical Special Publication
EditorsJinsong Huang, Gordon A. Fenton, Limin Zhang, D. V. Griffiths
PublisherAmerican Society of Civil Engineers (ASCE)
Pages514-523
Number of pages10
EditionGSP 283
ISBN (Electronic)9780784480700
DOIs
Publication statusPublished - 2017
Externally publishedYes
EventGeo-Risk 2017: Reliability-Based Design and Code Developments - Denver, United States
Duration: 2017 Jun 42017 Jun 7

Publication series

NameGeotechnical Special Publication
NumberGSP 283
Volume0
ISSN (Print)0895-0563

Conference

ConferenceGeo-Risk 2017: Reliability-Based Design and Code Developments
Country/TerritoryUnited States
CityDenver
Period17/6/417/6/7

ASJC Scopus subject areas

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

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