On the reliability of investment risk assessments

Author:

Dolganov A. I.1ORCID

Affiliation:

1. Sev. R. Development

Abstract

The paper examines the reliability of investment risk estimates based on probabilistic realizations of purpose-designed scenarios. The calculations of the probabilities of scenario realization were based on logical and probabilistic methods. The reliability of risk assessment is understood as the probability of successful completion of a project, fulfillment of all contractual obligations: construction in compliance with the architectural and engineering design and quality requirements, within the contractual period and approved budget. Investment risks were estimated based on eight primary scenarios. The realization of the risks of the main group depended on the realization of the various numbers of risk scenarios of each subgroups in the main group. For instance, the first scenario of the main group consisted in the risk of faulty project ROI analysis and the risk of underestimated construction budget. The second one consisted in the risk of underestimated construction budget and risk associated with the selection of the basic flowsheet and primary process parameters, etc. The risks of each subgroup could be obtained by means of expert estimations or, in case of sufficient statistical data, based on the actual distributions. A mathematical model was developed for the purpose of a computerized solution. The mathematical model also allowed identifying such dependability factors as “weight”, “significance” and “contribution” of each risk in the success of an investment project (reliability structure of investment risk estimation). The analysis of calculation data enabled the identification of the probability of successful project completion (reliability), the risks that are the most important, significant and having the largest contribution to the successful implementation of investment projects. Also, the risks were identified that have the least pronounced effect on the successful implementation of an investment project.

Publisher

Journal Dependability

Subject

General Medicine

Reference8 articles.

1. [1] Dolganov AI. Nadezhnost sterzhnevykh zhelezobetonnykh konstruktsiy [Dependability of framed concrete structures]. Magadan: MAOBTI; 2001 [in Russian].

2. [2] Dolganov AI. Optimizatsiya mostovykh zhelezobetonnykh balok po kriteriyu nadezhnosti [Optimization of reinforced concrete beams of bridges with respect to dependability]. In: Problemy optimalnogo proektirovaniya sooruzheniy: Sb. dokladov II Vserossiyskogo seminara [Matters of optimal design of structures: Proceedings of the second All-Russian seminar]. Novosibirsk: NSUACE; 1998 [in Russian].

3. [3] Dolganov AI, Danielov ER. Problemy optimalnogo proektirovaniya sooruzheniy: Sb. dokladov III-go Vseros. seminara: V 2-kh tomakh. T. 1 [Matters of optimal design of structures: Proceedings of the third All-Russian seminar in two volumes. Volume 1]. Novosibirsk: NSUACE; 2000 [in Russian].

4. [4] Dolganov AI. Optimizatsiya zhelezobetonnykh konstruktsiy s uchetom kriteriev nadezhnosti i minimalnoy stoimosti [Optimization of reinforced concrete structures with respect to the criteria of dependability and minimal cost]. Magadan: Northern International University Publishing; 2002 [in Russian].

5. [5] Dolganov AI. Otsenka nadezhnosti monolitnykh mnogoetazhnykh zdaniy [Dependability assessment of sitecast multi-floor buildings]. Industrial and civil engineering 2010;8:50-51 [in Russian].

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. The reliability of steel-concrete beams in the process of reconstruction;Stroitel stvo nauka i obrazovanie [Construction Science and Education];2020-12-30

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