An appraisal of the LQI as an approach to setting target reliabilities in ISO 2394:2015

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL Structural Safety Pub Date : 2024-05-12 DOI:10.1016/j.strusafe.2024.102482
Baidurya Bhattacharya
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Abstract

The idea of coupling economics and safety into one optimization exercise, and hence deriving target reliabilities explicitly from socio-economic consequences of limit state violation, appeared in the JCSS Probabilistic Model Code around the turn of the century; the effort culminated in the form of a Life Quality Index (LQI)-based marginal lifesaving costs (MLSC) methodology in ISO 2394:2015 for determining maximum acceptable failure probabilities, pT, in life safety limit states for civil engineering structures across all nations. Unfortunately, while the methodology does yield adequate levels of safety when applied to structures in the developed countries, the recommended values of pT turn out to be one to two orders of magnitude higher, and unacceptable to every known standard in the world including its own earlier edition (ISO 2394:1998) when applied to structures in the developing world (exemplified by India) with identical functions and expected fatalities. This arises from two shortcomings: (1) an MLSC approach is generally unable to provide an independent constraint on monetary optimization, and (2) the LQI-based measure of MLSC constraint is strongly dependent on a country’s per capita GDP (g) and the resultant pT is effectively governed by the reciprocal of g. This paper recommends continuing with the absolute − not marginal − consequences of violating life safety limit states, and setting constraints on monetary optimization that are consistent with fatality risks from engineering activities more universally accepted to be safe.

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将 LQI 作为 ISO 2394:2015 中设定目标可靠性的一种方法的评估
在本世纪初,JCSS 的《概率模型规范》中出现了将经济性和安全性结合在一起进行优化的想法,从而明确从违反极限状态的社会经济后果中推导出目标可靠度;这一努力最终以 ISO 2394:2015 中基于生命质量指数 (LQI) 的边际救生成本 (MLSC) 方法的形式实现,该方法用于确定各国土木工程结构在生命安全极限状态下的最大可接受失效概率 pT。遗憾的是,虽然该方法在应用于发达国家的结构时确实产生了足够的安全水平,但在应用于发展中国家(以印度为例)具有相同功能和预期死亡人数的结构时,pT 的推荐值却高出了一到两个数量级,是世界上所有已知标准包括其早期版本(ISO 2394:1998)都无法接受的。这源于两个缺陷:(1) 多层面安全标准方法通常无法为货币优化提供独立的约束条件;(2) 基于 LQI 的多层面安全标准约束条件衡量标准与一个国家的人均 GDP(g)密切相关,由此产生的 pT 实际上受 g 的倒数制约。本文建议继续考虑违反生命安全极限状态的绝对后果(而非边际后果),并为货币优化设置约束条件,这些约束条件应与更普遍接受的安全工程活动的死亡风险相一致。
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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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