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Author:

Li, Pei-Pei (Li, Pei-Pei.) | Lu, Zhao-Hui (Lu, Zhao-Hui.) | Zhao, Yan-Gang (Zhao, Yan-Gang.)

Indexed by:

EI Scopus SCIE

Abstract:

Load and resistance factor design (LRFD) is a suitable format for the reliability-based limit state design of structures. It has been adopted in many countries, such as the United States, Europe, Canada, and Japan. Usually, the first-order reliability method (FORM) is used to estimate the load and resistance factors, but it requires the determination of design points and complicated double iterative computations. Therefore, FORM is not easy or practical for engineers to use. This paper presents a simple, accurate method to determine the load and resistance factors utilizing the third-moment transformation, which does not require derivative-based iterations and can estimate the load and resistance factors without using the distribution of random variables. In addition, the proposed method provides enough accurate results within a wide range of target reliability indices. Therefore, this method should be effective and convenient for calculating the load and resistance factors in actual practice. Five numerical examples illustrate the proposed method's efficiency and accuracy; FORM provides a benchmark for comparison.

Keyword:

third-moment transformation limit state design LRFD FORM

Author Community:

  • [ 1 ] [Li, Pei-Pei]Kanagawa Univ, Dept Architecture, Kanagawa Ku, 3-27-1 Rokkakubashi, Yokohama, Kanagawa 2218686, Japan
  • [ 2 ] [Zhao, Yan-Gang]Kanagawa Univ, Dept Architecture, Kanagawa Ku, 3-27-1 Rokkakubashi, Yokohama, Kanagawa 2218686, Japan
  • [ 3 ] [Lu, Zhao-Hui]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 4 ] [Lu, Zhao-Hui]Cent South Univ, Natl Engn Lab High Speed Railway Construct, 22 Shaoshannan Rd, Changsha 410075, Peoples R China

Reprint Author's Address:

  • [Zhao, Yan-Gang]Kanagawa Univ, Dept Architecture, Kanagawa Ku, 3-27-1 Rokkakubashi, Yokohama, Kanagawa 2218686, Japan

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Source :

STRUCTURAL ENGINEERING AND MECHANICS

ISSN: 1225-4568

Year: 2021

Issue: 2

Volume: 80

Page: 143-155

2 . 2 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:87

JCR Journal Grade:2

Cited Count:

WoS CC Cited Count: 1

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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