{"title":"Reliability-based minimum earthquake load factors for evaluation of existing buildings","authors":"Reza Fathi-Fazl, Zoubir Lounis, Zhen Cai, Farrokh Fazileh","doi":"10.1016/j.istruc.2026.111362","DOIUrl":null,"url":null,"abstract":"<div><div>This paper presents a practical and reliability-based method for determining the minimum earthquake load factors to be used with the force-based approach for the evaluation of the safety of existing buildings. This method derives the target reliability indices based on three key contributory factors affecting the seismic risk to life safety, namely: (i) consequence class; (ii) redundancy degree; and (iii) inspection quality. These derived reliability indices range from 1.30 to 2.55 and correspond to earthquake load factor values, ranging from 0.35 to 1.0, respectively. Furthermore, the method considers the impact of building practice quality, a crucial element in evaluating the seismic risk of existing buildings. The main objective of the proposed method is to improve consistency in seismic risk assessment and management of existing buildings. Building owners may choose to adopt higher reliability indices and earthquake load factors for their evaluations. To demonstrate this method, a numerical example is provided, illustrating the determination of the earthquake load factor for assessing an existing office building in Ottawa, Ontario, Canada.</div></div>","PeriodicalId":48642,"journal":{"name":"Structures","volume":"86 ","pages":"Article 111362"},"PeriodicalIF":4.3000,"publicationDate":"2026-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352012426003115","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"2026/2/13 0:00:00","PubModel":"Epub","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
Abstract
This paper presents a practical and reliability-based method for determining the minimum earthquake load factors to be used with the force-based approach for the evaluation of the safety of existing buildings. This method derives the target reliability indices based on three key contributory factors affecting the seismic risk to life safety, namely: (i) consequence class; (ii) redundancy degree; and (iii) inspection quality. These derived reliability indices range from 1.30 to 2.55 and correspond to earthquake load factor values, ranging from 0.35 to 1.0, respectively. Furthermore, the method considers the impact of building practice quality, a crucial element in evaluating the seismic risk of existing buildings. The main objective of the proposed method is to improve consistency in seismic risk assessment and management of existing buildings. Building owners may choose to adopt higher reliability indices and earthquake load factors for their evaluations. To demonstrate this method, a numerical example is provided, illustrating the determination of the earthquake load factor for assessing an existing office building in Ottawa, Ontario, Canada.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.