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Relevant bibliographies by topics / Reliability Importance Index

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Journal articles

Academic literature on the topic 'Reliability Importance Index'

Author: Grafiati

Published: 4 June 2021

Last updated: 14 February 2022

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Journal articles on the topic "Reliability Importance Index"

1

Hanley, Ciarán, Dan M. Frangopol, Denis Kelliher, and Vikram Pakrashi. "Reliability index and parameter importance for bridge traffic loading definition changes." Proceedings of the Institution of Civil Engineers - Bridge Engineering 171, no. 1 (2018): 13–24. http://dx.doi.org/10.1680/jbren.15.00049.

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2

Li, Guijie, Zhenzhou Lu, Longfei Tian, and Jia Xu. "The importance measure on the non-probabilistic reliability index of uncertain structures." Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability 227, no. 6 (2013): 651–61. http://dx.doi.org/10.1177/1748006x13489069.

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3

Inkoom, Sylvester, and John O. Sobanjo. "Reliability Importance as a Measure of Bridge Element Condition Index for Deteriorating Bridges." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 12 (2019): 327–38. http://dx.doi.org/10.1177/0361198119862627.

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As a concerted effort to improve the outcomes of bridge asset management, state highway agencies and Departments of Transportation (DOT) often improve their modes of bridge performance assessment using advanced deterioration models, optimized cost models, and other multi-objective preservation analysis in bridge monitoring processes. This paper attempts to utilize reliability importance index of a bridge component as a performance measure of the criticality of each element or subsystem to the entire bridge system. This paper investigates three major concepts regarding the importance of bridge

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4

Cheng, Ye, Cui Ying Zhou, Jin Rong Xie, Lin Chong Huang, and Jian Hua Wen. "Research on Complex Structures Reliability Analysis Using Improved Response Surface Method." Advanced Materials Research 199-200 (February 2011): 538–42. http://dx.doi.org/10.4028/www.scientific.net/amr.199-200.538.

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Response surface methods are often used to solve reliability analysis problems of complex engineering structure. But the solved reliability index of these methods is mostly geometric reliability. Some errors exist in geometric reliability index compared with the reliability in practical engineering which need to be improved. The importance sampling method in V-space was lead into this paper to transform the basic random variable space to V-space by Rosenblatt transformation and linear orthogonal transformation basing on the designed checking points and its nearby response surface, the complex

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5

Santos, Maria Emma, and Pablo Villatoro. "The Importance of Reliability in the Multidimensional Poverty Index for Latin America (MPI-LA)." Journal of Development Studies 56, no. 9 (2019): 1784–89. http://dx.doi.org/10.1080/00220388.2019.1663177.

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6

Navin, Francis P. D. "Reliability indices for road geometric design." Canadian Journal of Civil Engineering 19, no. 5 (1992): 760–66. http://dx.doi.org/10.1139/l92-087.

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Highway engineers, when asked to state the safety of a particular design, are usually at a loss to give a single meaningful measure as is possible in structural or geotechnical engineering. This paper outlines a method to estimate the margin of safety and reliability index for isolated highway components. The stopping sight distance is used to demonstrate the method. The method uses the basic highway design equations. On the assumption that the variables are random, the expected value of the mean and the variance are estimated; and from these the margin of safety and the reliability index are

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7

Lind, Niels C. "Calibration basis for structural glass design." Canadian Journal of Civil Engineering 14, no. 6 (1987): 788–94. http://dx.doi.org/10.1139/l87-117.

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A design standard for structural glass in the limit state design format is currently being developed under the auspices of the Canadian General Standards Board. The standard will be calibrated to a target level of reliability expressed in terms of a reliability index. The selection of this reliability level presents some special problems because the loading is dynamic, the structural response is geometrically nonlinear, and the strength is highly dependent on time, size, and loading history. Selection of safety level so as to achieve a social and economic optimum is described. The optimum reli

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8

Wardhani, Shita Lusi, and Rahmat Purbandono. "KUALITAS PELAYANAN ADMINISTRASI AKADEMIK PERGURUAN TINGGI SWASTA DI YOGYAKARTA: METODE IMPORTANCE-PERFORMANCE ANALYSIS (IPA)." Jurnal Riset Manajemen dan Bisnis 9, no. 1 (2014): 13. http://dx.doi.org/10.21460/jrmb.2014.91.93.

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This study aims to measure the quality of service by the Layanan Administrasi Akademik Perguruan Tinggi in Yogyakarta. Quality of service is measured using the concept of SERVQUAL developed by Parasuraman et al. (1985) consists of 10 dimensions. They are tangible, reliability, responsiveness, competence, courtesy, credibility, security, access, communication, understanding the customer. The level of student satisfaction is determined using the formula of Student Satisfaction Index (SSI). Analysis of the difference between expected and perceived the quality of service by the Cartesian diagram u

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9

Dudzik, A., and U. Radoń. "The Evaluation Of Algorithms For Determination Of The Reliability Index." Archives of Civil Engineering 61, no. 3 (2015): 133–47. http://dx.doi.org/10.1515/ace-2015-0030.

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AbstractThe study deals with stability and dynamic problems in bar structures using a probabilistic approach. Structural design parameters are defined as deterministic values and also as random variables, which are not correlated. The criterion of structural failure is expressed by the condition of non-exceeding the admissible load multiplier and condition of non-exceeding the admissible vertical displacement. The Hasofer-Lind index was used as a reliability measure. The primary research tool is the FORM method. In order to verify the correctness of the calculations Monte Carlo and Importance

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10

Zhou, Ying Wu, Feng Xing, and Li Li Sui. "Reliability Assessments of Concrete Filled FRP Tube Columns." Applied Mechanics and Materials 405-408 (September 2013): 731–34. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.731.

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This paper has investigated the reliability of concrete filled FRP tube columns using the FRP confined concrete theory developed recently by the authors. The reliability index of the column is assessed by Monte Carlo method. The importance of the use of partial safety factors of FRP and concrete in the reliability design of concrete filled FRP tube columns is studied. The results indicate that the reliability index of concrete filled FRP tube columns increases remarkably as the FRP partial safety factor increased. It is concluded that the FRP partial safety factor is independent on the coeffic

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