Academic literature on the topic 'Safety functions'

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Journal articles on the topic "Safety functions"

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Stavrianidis, Paris, and Kumar Bhimavarapu. "Safety instrumented functions and safety integrity levels (SIL)." ISA Transactions 37, no. 4 (September 1998): 337–51. http://dx.doi.org/10.1016/s0019-0578(98)00038-x.

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El-Basyouny, Karim, and Tarek Sayed. "Safety performance functions using traffic conflicts." Safety Science 51, no. 1 (January 2013): 160–64. http://dx.doi.org/10.1016/j.ssci.2012.04.015.

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Wieland, Peter, and Frank Allgöwer. "CONSTRUCTIVE SAFETY USING CONTROL BARRIER FUNCTIONS." IFAC Proceedings Volumes 40, no. 12 (2007): 462–67. http://dx.doi.org/10.3182/20070822-3-za-2920.00076.

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Lu, Jinyan, Kirolos Haleem, Priyanka Alluri, and Albert Gan. "Full versus Simple Safety Performance Functions." Transportation Research Record: Journal of the Transportation Research Board 2398, no. 1 (January 2013): 83–92. http://dx.doi.org/10.3141/2398-10.

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Fischhaber, Pamela M., and Bruce N. Janson. "Light Rail Crossing Safety Performance Functions." Transportation Research Record: Journal of the Transportation Research Board 2476, no. 1 (January 2015): 94–100. http://dx.doi.org/10.3141/2476-13.

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Stavrianidis, Paris, and Kumar Bhimavarapu. "Performance-based standards: safety instrumented functions and safety integrity levels." Journal of Hazardous Materials 71, no. 1-3 (January 2000): 449–65. http://dx.doi.org/10.1016/s0304-3894(99)00093-x.

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Jharko, Elena Ph. "Safety Functions and Software Verification of NPP Safety Important Systems." IFAC-PapersOnLine 52, no. 13 (2019): 1385–90. http://dx.doi.org/10.1016/j.ifacol.2019.11.392.

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Śliwiński, Marcin. "Safety integrity level verification for safety-related functions with security aspects." Process Safety and Environmental Protection 118 (August 2018): 79–92. http://dx.doi.org/10.1016/j.psep.2018.06.016.

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Lauxmann, Ralph, Alfred Eckert, Thomas Raste, and Andree Hohm. "From safety assistance functions to visionary and safety-enhancing mobility concepts." ATZ worldwide 120, S1 (August 2018): 64–69. http://dx.doi.org/10.1007/s38311-018-0087-7.

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Young, Jason, and Peter Y. Park. "Benefits of small municipalities using jurisdiction-specific safety performance functions rather than the Highway Safety Manual's calibrated or uncalibrated safety performance functions." Canadian Journal of Civil Engineering 40, no. 6 (June 2013): 517–27. http://dx.doi.org/10.1139/cjce-2012-0501.

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Dissertations / Theses on the topic "Safety functions"

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El-Basyouny, Karim. "New techniques for developing safety performance functions." Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/31254.

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While motorized travel provides many benefits, it can also do serious harm in the form of road-related collisions. The problem affects millions of human lives and costs billions of dollars in economic and social impacts every year. The problem could be addressed thorough several approaches with engineering initiatives being recognized as the most sustainable and cost effective. However, the success of the engineering approaches in reducing collision occurrences hinges upon the existence of reliable methods that provide accurate estimates of road safety. Currently, Safety Performance Functions (SPFs) are considered by many as the main tool in estimating the safety levels associated with different road entities. Therefore, the research in this thesis focuses on addressing key issues related to the development of SPFs for i) collision data analysis and ii) collision intervention analysis. Some of the key issues addressed include: 1) adding spatial effects to SPFs thereby recognizing the evident spatial nature of road collisions, 2) fitting hierarchical models to allow inference to be made on more than one level, 3) recognizing the multivariate nature of collisions as most data are available by collision type or severity and modeling the data as such, 4) identifying and accounting for outliers in the development of SPFs, 5) developing a novel evaluation methodology to estimate the effectiveness of safety countermeasures when subject to data limitations, and 6) compare different tools for investigating the safety change in treated sites due to the implementation of safety countermeasures. The applications of the various models have been demonstrated using several collision datasets and/or safety programs. The results provide strong evidence for (i) incorporating spatial effects in SPFs, (ii) clustering road segments or intersections into homogeneous groups (e.g., corridors, zones, districts, municipalities, etc.) and incorporating random cluster parameters in SPFs, (iii) developing robust multivariate models with multiple covariates for modeling collisions by severity and/or type concurrently, and (iv) the effectiveness of the proposed full Bayes safety assessment methods that account for several theoretical and practical issues concurrently. In addition to the improvement in goodness of fit, the proposed models have also improved inference and precision of expected collision frequency.
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Nguyen, Thien Duy. "Modeling of Safety Functions in Quantitative Risk Analysis." Thesis, Norges Teknisk-Naturvitenskaplige Universitet, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-21097.

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Quantitative risk analysis in the offshore industry is mandated by the Norwegian legislation. A literature survey is carried out, related to the current legislation from the Norwegian Petroleum Safety Authority (PSA) and supporting NORSOK standards. Process accidents on offshore installations, operating on the Norwegian continental shelf are emphasized. A risk picture is the synthesis of a risk assessment, describing the risk level. Requirements to the risk picture are discussed, and associated risk measures are presented. The risk measures represent the quantitative parts of a risk picture and the measures are evaluated against risk acceptance criteria. The evaluation can be performed with a mechanistic approach, or more flexibly by using the as low as reasonably practicable principle.Uncertainty is an important aspect that many quantitative risk analyses treat too briefly. Assumptions are always made in risk analyses, and uncertainty therefore becomes an important issue. To put it on the agenda, an introduction to the topic is given. The main purpose of a risk analysis is to support decision-making and the analysts should keep that in mind when performing the analysis. The field of quantitative risk analysis has received some criticisms, but some of it is unjust. To understand why, the scope of the quantitative risk analysis must be understood. Risk can be considered both from a strategic (long-term) and an operational (day-to-day) perspective. For quantitative risk analyses, a probabilistic view is used, dealing with probabilities and expected values. Strategic decision-making fits with this approach, but renders a day-to-day basis decision-making unsuitable. In addition, quantitative risk analysis copes with several types of hazards, with a long time span. The resources needed to handle all the hazards on an operational level of detail would be tremendous.Several methods can be used when performing a quantitative risk analysis. The approach used by Scandpower is explored in detail. The main method currently used is event tree analysis. This method has some challenges. A problem addressed is the treatment of dependencies, both within and between event trees. The answer is related to how RiskSpectrum, a fault and event tree software, calculates the end event frequencies. A second problem is the treatment of human reliability, and how it can be implemented in the event tree analyses.Large investments have been used on fire protection systems, to mitigate the consequences of process accidents. The thesis endeavors to study the importance of these safety systems. The emphasis is how the systems’ reliability is modeled and treated in a quantitative risk analysis. To investigate the effects of the safety systems on the risk measures, three quantitative risk analyses are explored in detail. This was executed by using sensitivity analyses. The sensitivity analyses are performed by altering the failure probabilities to the far ends. Astonishing results arisen. An attempt has been made to understand the mechanisms leading to the results. Possible explanations are discussed, and the three most important are outlined.An input to the quantitative risk analyses is reliability data of the safety systems, but there can be nonconformity between the data. Vendor data seems to be too optimistic related to the field performance. Possible explanations are discussed in the thesis.A best practice is presented, formed as an extended conclusion. Topics considered are:-Challenges when modeling the event trees-How to include vulnerability of the safety systems-Uncertainties with the effect of deluge-Human factors-Dependencies
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Ahmed, Mohamed. "Multi-Level Safety Performance Functions for High Speed Facilities." Doctoral diss., University of Central Florida, 2012. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5091.

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High speed facilities are considered the backbone of any successful transportation system; Interstates, freeways, and expressways carry the majority of daily trips on the transportation network. Although these types of roads are relatively considered the safest among other types of roads, they still experience many crashes, many of which are severe, which not only affect human lives but also can have tremendous economical and social impacts. These facts signify the necessity of enhancing the safety of these high speed facilities to ensure better and efficient operation. Safety problems could be assessed through several approaches that can help in mitigating the crash risk on long and short term basis. Therefore, the main focus of the research in this dissertation is to provide a framework of risk assessment to promote safety and enhance mobility on freeways and expressways. Multi-level Safety Performance Functions (SPFs) were developed at the aggregate level using historical crash data and the corresponding exposure and risk factors to identify and rank sites with promise (hot-spots). Additionally, SPFs were developed at the disaggregate level utilizing real-time weather data collected from meteorological stations located at the freeway section as well as traffic flow parameters collected from different detection systems such as Automatic Vehicle Identification (AVI) and Remote Traffic Microwave Sensors (RTMS). These disaggregate SPFs can identify real-time risks due to turbulent traffic conditions and their interactions with other risk factors. In this study, two main datasets were obtained from two different regions. Those datasets comprise historical crash data, roadway geometrical characteristics, aggregate weather and traffic parameters as well as real-time weather and traffic data. At the aggregate level, Bayesian hierarchical models with spatial and random effects were compared to Poisson models to examine the safety effects of roadway geometrics on crash occurrence along freeway sections that feature mountainous terrain and adverse weather. At the disaggregate level; a main framework of a proactive safety management system using traffic data collected from AVI and RTMS, real-time weather and geometrical characteristics was provided. Different statistical techniques were implemented. These techniques ranged from classical frequentist classification approaches to explain the relationship between an event (crash) occurring at a given time and a set of risk factors in real time to other more advanced models. Bayesian statistics with updating approach to update beliefs about the behavior of the parameter with prior knowledge in order to achieve more reliable estimation was implemented. Also a relatively recent and promising Machine Learning technique (Stochastic Gradient Boosting) was utilized to calibrate several models utilizing different datasets collected from mixed detection systems as well as real-time meteorological stations. The results from this study suggest that both levels of analyses are important, the aggregate level helps in providing good understanding of different safety problems, and developing policies and countermeasures to reduce the number of crashes in total. At the disaggregate level, real-time safety functions help toward more proactive traffic management system that will not only enhance the performance of the high speed facilities and the whole traffic network but also provide safer mobility for people and goods. In general, the proposed multi-level analyses are useful in providing roadway authorities with detailed information on where countermeasures must be implemented and when resources should be devoted. The study also proves that traffic data collected from different detection systems could be a useful asset that should be utilized appropriately not only to alleviate traffic congestion but also to mitigate increased safety risks. The overall proposed framework can maximize the benefit of the existing archived data for freeway authorities as well as for road users.
ID: 031988164; System requirements: World Wide Web browser and PDF reader.; Mode of access: World Wide Web.; Thesis (Ph.D.)--University of Central Florida, 2012.; Includes bibliographical references.
Ph.D.
Doctorate
Civil, Environmental, and Construction Engineering
Engineering and Computer Science
Civil Engineering
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Lu, Jinyan. "Development of Safety Performance Functions for SafetyAnalyst Applications in Florida." FIU Digital Commons, 2013. http://digitalcommons.fiu.edu/etd/880.

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In 2010, the American Association of State Highway and Transportation Officials (AASHTO) released a safety analysis software system known as SafetyAnalyst. SafetyAnalyst implements the empirical Bayes (EB) method, which requires the use of Safety Performance Functions (SPFs). The system is equipped with a set of national default SPFs, and the software calibrates the default SPFs to represent the agency’s safety performance. However, it is recommended that agencies generate agency-specific SPFs whenever possible. Many investigators support the view that the agency-specific SPFs represent the agency data better than the national default SPFs calibrated to agency data. Furthermore, it is believed that the crash trends in Florida are different from the states whose data were used to develop the national default SPFs. In this dissertation, Florida-specific SPFs were developed using the 2008 Roadway Characteristics Inventory (RCI) data and crash and traffic data from 2007-2010 for both total and fatal and injury (FI) crashes. The data were randomly divided into two sets, one for calibration (70% of the data) and another for validation (30% of the data). The negative binomial (NB) model was used to develop the Florida-specific SPFs for each of the subtypes of roadway segments, intersections and ramps, using the calibration data. Statistical goodness-of-fit tests were performed on the calibrated models, which were then validated using the validation data set. The results were compared in order to assess the transferability of the Florida-specific SPF models. The default SafetyAnalyst SPFs were calibrated to Florida data by adjusting the national default SPFs with local calibration factors. The performance of the Florida-specific SPFs and SafetyAnalyst default SPFs calibrated to Florida data were then compared using a number of methods, including visual plots and statistical goodness-of-fit tests. The plots of SPFs against the observed crash data were used to compare the prediction performance of the two models. Three goodness-of-fit tests, represented by the mean absolute deviance (MAD), the mean square prediction error (MSPE), and Freeman-Tukey R2 (R2FT), were also used for comparison in order to identify the better-fitting model. The results showed that Florida-specific SPFs yielded better prediction performance than the national default SPFs calibrated to Florida data. The performance of Florida-specific SPFs was further compared with that of the full SPFs, which include both traffic and geometric variables, in two major applications of SPFs, i.e., crash prediction and identification of high crash locations. The results showed that both SPF models yielded very similar performance in both applications. These empirical results support the use of the flow-only SPF models adopted in SafetyAnalyst, which require much less effort to develop compared to full SPFs.
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Green, Eric R. "SEGMENTATION STRATEGIES FOR ROAD SAFETY ANALYSIS." UKnowledge, 2018. https://uknowledge.uky.edu/ce_etds/62.

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This dissertation addresses the relationship between roadway segment length and roadway attributes and their relationship to the efficacy of Safety Performance Function (SPF) models. This research focuses on three aspects of segmentation: segment length, roadway attributes, and combinations of the two. First, it is shown that choice of average roadway segment length can result in markedly different priority lists. This leads to an investigation of the effect of segment length on the development of SPFs and identifies average lengths that produce the best-fitting SPF. Secondly, roadway attributes are filtered to test the effect that homogeneity has on SPF development. Lastly, a combination of segment length and attributes are examined in the same context. In the process of conducting this research a tool was developed that provides objective goodness-of-fit measures as well as visual depictions of the model. This information can be used to avoid things like omitted variable bias by allowing the user to include other variables or filter the database. This dissertation also discusses and offers examples of ways to improve the models by employing alternate model forms. This research revealed that SPF development is sensitive to a variety of factors related to segment length and attributes. It is clear that strict base condition filters based on the most predominant roadway attributes provide the best models. The preferred functional form was shown to be dependent on the segmentation approach (fixed versus variable length). Overall, an important step in SPF development process is evaluation and comparison to determine the ideal length and attributes for the network being analyzed (about 2 miles or 3.2 km for Kentucky parkways). As such, a framework is provided to help safety professionals employ the findings from this research.
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Aziz, Syeda Rubaiyat. "Calibration of the Highway Safety Manual and development of new safety performance functions for rural multilane highways in Kansas." Diss., Kansas State University, 2016. http://hdl.handle.net/2097/32564.

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Doctor of Philosophy
Civil Engineering
Sunanda Dissanayake
Rural roads account for 90.3% of the 140,476 total centerline miles of roadways in Kansas. In recent years, rural fatal crashes have accounted for about 66% of all fatal crashes. The Highway Safety Manual (HSM) provides models and methodologies for analyzing the safety of various types of highways. Predictive methods in the HSM were developed based on national trends and data from few states throughout the United States. However, these methodologies are of limited use if they are not calibrated for individual jurisdictions or local conditions. The objective of this study was to analyze the HSM calibration procedures for rural multilane segments and intersections in Kansas. The HSM categorizes rural multilane segments as four-lane divided (4D) and four-lane undivided (4U) segments and rural multilane intersections as three-legged intersections with minor-road stop control (3ST), four-legged intersections with minor-road stop control (4ST), and four-leg signalized intersections (4SG). The number of predicted crashes at each segment was obtained according to the HSM calibration process. Results from calibration of rural segments indicated that the HSM overpredicts fatal and injury crashes by 50% and 65% and underpredicts total crashes by 48% and 64% on rural 4D and 4U segments, respectively. The HSM-given safety performance function (SPF) regression coefficients were then modified to capture variation in crash prediction. The adjusted models for 4D and 4U multilane segments indicated significant improvement in crash prediction for rural Kansas. Furthermore, Kansas-specific safety performance functions (SPF)s were developed following the HSM recommendations. In order to develop Kansas-specific SPF, Negative Binomial regression was applied to obtain the most suitable model. Several additional variables were considered and tested in the new SPFs, followed by model validation on various sets of locations. The Kansas-specific SPFs are capable of more accurately predicting total and fatal and injury crashes on multilane segments compared to the HSM and the modified HSM models. In addition to multilane segments, rural intersections on multilane highways were also calibrated according to the HSM methodology. Using crash modification factors for corresponding variables, SPFs were adjusted to obtain final predicted crash frequency at intersections. Obtained calibration factors indicated that the HSM is capable of predicting crashes at intersections at satisfactory level. Findings of this study can be used for improving safety of rural multilane highways.
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Stette, Sondre Bjørn. "Safety Functions in Different Operational Modes and IEC 61508 in the Hydropower Industry." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for produksjons- og kvalitetsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-22369.

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Technical systems that comprise at least one electrical, electronic, or programmable electronic device and perform safety functions are called safety instrumented systems. Safety instrumented systems are used to reduce the risk related to hazardous events that may result in undesired consequences to humans, the environment, and assets, and the reliability of such systems is therefore important. The international standard IEC 61508 can be used to ensure safe and reliable safety instrumented systems, and it applies to all types of safety instrumented systems. Based on IEC 61508, the process industry and the machinery industry have developed their own versions called IEC 61511 and IEC 62061, respectively. IEC 61508 includes requirements for all activities necessary for achieving reliable safety instrumented systems throughout their whole lifecycle, and the standard introduces concepts and terminology that can be challenging to understand. Some basic concepts and terminology in IEC 61508 are clarified in this master thesis. A safety function, performed by a safety instrumented system, may be demanded from seldom to continuously. IEC 61508 distinguishes between safety functions that are demanded less frequent and more frequent than once per year, and these two modes of operation are called low-demand and high-demand, respectively. Furthermore, the standard requires that different reliability measures are used for demonstrating the reliability of the safety instrumented systems performing low-demand and high-demand safety functions. In two examples, the two reliability measures are used, and the calculated results show that there is an inconsistency with the classification of safety functions in IEC 61508. This inconsistency is, however, not experienced with the classification in IEC 61511, and the approach in IEC 61511 seems better. Other differences between low-demand and high-demand safety functions are not well explained in IEC 61508. Because IEC 61511 considers mainly low-demand safety functions and IEC 62061 considers only high-demand safety functions, specific requirements in these two standards are compared to reveal possible differences between low-demand and high-demand. It is concluded that there are essentially no differences between the compared requirements. Based on the event, loss of control, in an accident scenario, it is proposed a new approach for classifying safety functions. A definition of loss of control is suggested and it distinguishes between safety control functions and safety protection functions. These two functions are further related to two additional events in an accident scenario, and a model that illustrates the proposed classification in relation to the three events in an accident scenario is developed. The proposed classification is neither based on frequency of demands nor does it prescribe use of a specific reliability measure, and the classification is thus different from the classification in IEC 61508. The proposed classification is more similar to the classification in IEC 61511. Safety instrumented systems are used in the hydropower industry, but IEC 61508 is essentially not yet applied. The Machinery Directive requires machine manufacturers to meet the essential health and safety requirements, and some of these requirements can, for safety instrumented systems in machines, be met by complying with IEC 62061. Because IEC 62061 is based on IEC 61508, this is a relationship between IEC 61508 and the hydropower industry. From the perspective of a typical company operating hydropower plants in the Norwegian hydropower industry, some benefits and challenges related to implementation and use of IEC 61508 are discussed. IEC 61508 provides a rigorous, risk-based approach for achieving reliable safety instrumented systems and many of the concepts in the standard could be very useful in the hydropower industry. However, the standard is comprehensive and extensive resources and competence are prerequisites for successful implementation and use. It is concluded that IEC 61508 may not be what the hydropower industry needs, but a joint project for developing a unified approach for ensuring reliable safety instrumented systems may be a better option.
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Appel, Matt Andrew. "Security Control Mechanism for Safety Critical Functions Operating on Automotive Controller Area Network." The Ohio State University, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1587645195243586.

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Frtunikj, Jelena [Verfasser]. "Safety Framework and Platform for Functions of Future Automotive E/E Systems / Jelena Frtunikj." München : Verlag Dr. Hut, 2016. http://d-nb.info/111333617X/34.

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Faden, Abdulrahman Khalid. "Development of Safety Performance Functions For Two-Lane Rural Highways in the State of Ohio." University of Dayton / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1591976280554876.

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Books on the topic "Safety functions"

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Flame retardants: Functions, properties, and safety. Hauppauge, N.Y: Nova Science Publishers, 2009.

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Merlani, Paulo B. Flame retardants: Functions, properties, and safety. Hauppauge, N.Y: Nova Science Publishers, 2009.

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Merlani, Paulo B. Flame retardants: Functions, properties, and safety. Hauppauge, N.Y: Nova Science Publishers, 2009.

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Merlani, Paulo B. Flame retardants: Functions, properties and safety. New York: Nova Science Publishers, 2010.

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Shilony, Yuval. The sorrowful "production function" of traffic accidents: Speed, safety measures, and highway investment. Ramat-Gan, Israel: Dept. of Economics, Bar-Ilan University, 1994.

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Sid, Smith. Essential functions for public safety personnel: A guide for compliance with Title I of the Americans with Disabilities Act. [United States]: Designs in Modern Learning, 1992.

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Ross, Hans-Leo. Functional Safety for Road Vehicles. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-33361-8.

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Maze, T. H. Intelligent transportation systems (ITS) and commercial vehicle operations (CVO) interstate cooperation for implementation of ITS-CVO functions: Institutional opportunities and barriers : phase 1 report. Ames, Iowa: Midwest Transportation Center, 1995.

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Institution, British Standards. Draft international standard IEC 1508-1: Functional safety: safety related systems. London: B.S.I., 1995.

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Xu, Wentao. Functional Nucleic Acids Detection in Food Safety. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-1618-9.

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Book chapters on the topic "Safety functions"

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Fankhauser, Hans R. "Safety Functions versus Control Functions." In Computer Safety, Reliability and Security, 66–74. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/3-540-45416-0_7.

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Jharko, Elena, Ekaterina Abdulova, and Andrey Iskhakov. "Unmanned Vehicles: Safety Management Systems and Safety Functions." In Communications in Computer and Information Science, 112–21. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1483-5_11.

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Kuhlmann, A. "Functions and Goals of Safety Science." In Introduction to Safety Science, 1–4. New York, NY: Springer New York, 1986. http://dx.doi.org/10.1007/978-1-4613-8596-7_1.

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Tichý, Milík. "Method of Extreme Functions." In Topics in Safety, Reliability and Quality, 206–25. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-1948-1_13.

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Ojuola, John, Sherif Mostafa, and Sherif Mohamed. "Safety Leadership Functions Using Complexity Science." In Lecture Notes in Mechanical Engineering, 395–405. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-1910-9_33.

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Harms-Ringdahl, Lars, and Lena Kecklund. "Safety Functions in Railways — a Structural Analysis of Safety Rules." In Probabilistic Safety Assessment and Management, 2751–57. London: Springer London, 2004. http://dx.doi.org/10.1007/978-0-85729-410-4_441.

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Borsos, Attila, John N. Ivan, and Gyula Orosz. "Development of Safety Performance Functions for Two-Lane Rural First-Class Main Roads in Hungary." In Traffic Safety, 87–100. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119307853.ch6.

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Furuta, K., A. Kawaguchi, M. Maeharal, and K. Nakata. "Augmented Electronic Discussion Through Intelligent Supporting Functions." In Probabilistic Safety Assessment and Management, 3534–39. London: Springer London, 2004. http://dx.doi.org/10.1007/978-0-85729-410-4_565.

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Fattahi, Jaouhar, Mohamed Mejri, and Emil Pricop. "The Theory of Witness-Functions." In Recent Advances in Systems Safety and Security, 1–19. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-32525-5_1.

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Harrison, M. D., P. D. Johnson, and P. C. Wright. "Automating functions in multi-agent control systems: supporting the decision process." In Components of System Safety, 93–106. London: Springer London, 2002. http://dx.doi.org/10.1007/978-1-4471-0173-4_6.

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Conference papers on the topic "Safety functions"

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May, R. "Specification of safety functions." In IEE Seminar on SIL Determination: Principles and Practical Experience. IEE, 2006. http://dx.doi.org/10.1049/ic:20060530.

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Easton, C. "Identifying safety functions using HAZOP." In IEE Seminar on Methods and Tools for SIL Determination. IEE, 2005. http://dx.doi.org/10.1049/ic:20050523.

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Grießer, Martin, Frank Schreiner, and Stefan Stölzl. "Applying Functional Safety Management and SPICE for Automotive Functions." In SAE World Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2008. http://dx.doi.org/10.4271/2008-01-0109.

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Scherping, Richard, Ulrich Stahlin, and Torsten Bertram. "Vehicle2x data preprocessing for safety functions." In 2013 IEEE 5th International Symposium on Wireless Vehicular Communications (WiVeC). IEEE, 2013. http://dx.doi.org/10.1109/wivec.2013.6698245.

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Marque`s, M., J. F. Pignatel, F. D’Auria, L. Burgazzi, C. Mu¨ller, G. Cojazzi, and V. La Lumia. "Reliability Methods for Passive Safety Functions." In 10th International Conference on Nuclear Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/icone10-22274.

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This paper presents the study performed within the framework of a European Project called Reliability Methods for Passive Safety Functions (RMPS). Its objective is to propose a specific methodology to assess the passive system thermal-hydraulic (T-H) reliability. The methodology is tested on an example of industrial passive system: the Isolation Condenser System (ICS). The T-H calculations are performed using the RELAP5, ATHLET and CATHARE computer codes. In this paper, the present state of the methodology and its application to the example are described. Owing to the recent start of the project, only results concerning the first objective of the project (identification and quantification of the sources of uncertainties and determination of the important variables) are presented. A sensitivity analysis was carried out on 69 computation results performed with the RELAP5 code. This first analysis highlights the significant parameters influencing the performances of the ICS and shows a non-monotonous behavior of the system.
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Taylor, Andrew J., and Aaron D. Ames. "Adaptive Safety with Control Barrier Functions." In 2020 American Control Conference (ACC). IEEE, 2020. http://dx.doi.org/10.23919/acc45564.2020.9147463.

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Lu, J., K. Haleem, A. Gan, and P. Alluri. "Safety Performance Functions for Florida's Freeways." In Second Transportation & Development Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413586.031.

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der Meulen, Meine J. P. van. "The Safety Integrity of Mitigation Functions." In Proceedings of the 31st European Safety and Reliability Conference. Singapore: Research Publishing Services, 2021. http://dx.doi.org/10.3850/978-981-18-2016-8_353-cd.

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Trenkle, Andreas, Zazilia Seibold, and Thomas Stoll. "Safety requirements and safety functions for decentralized controlled autonomous systems." In 2013 XXIV International Conference on Information, Communication and Automation Technologies (ICAT). IEEE, 2013. http://dx.doi.org/10.1109/icat.2013.6684063.

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Jharko, Elena Ph. "Safety Functions in the Software Quality Assurance of NPP Safety Important Systems." In 2019 International Conference on Industrial Engineering, Applications and Manufacturing (ICIEAM). IEEE, 2019. http://dx.doi.org/10.1109/icieam.2019.8742945.

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Reports on the topic "Safety functions"

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Butcher, Tom, and R. R. Seitz. SAFETY FUNCTIONS AND FEATURES, EVENTS AND PROCESSES FOR THE E-AREA PERFORMANCE ASSESSMENT. Office of Scientific and Technical Information (OSTI), February 2020. http://dx.doi.org/10.2172/1602973.

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Tarko, Andrew P., Mario Romero, Cristhian Lizarazo, and Paul Pineda. Statistical Analysis of Safety Improvements and Integration into Project Design Process. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317121.

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RoadHAT is a tool developed by the Center for Road Safety and implemented for the INDOT safety management practice to help identify both safety needs and relevant road improvements. This study has modified the tool to facilitate a quick and convenient comparison of various design alternatives in the preliminary design stage for scoping small and medium safety-improvement projects. The modified RoadHAT 4D incorporates a statistical estimation of the Crash Reduction Factors based on a before-and-after analysis of multiple treated and control sites with EB correction for the regression-to-mean effect. The new version also includes the updated Safety Performance Functions, revised average costs of crashes, and the comprehensive table of Crash Modification Factors—all updated to reflect current Indiana conditions. The documentation includes updated Guidelines for Roadway Safety Improvements. The improved tool will be implemented at a sequence of workshops for the final end users and preceded with a beta-testing phase involving a small group of INDOT engineers.
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Sarofim, Samer. Developing an Effective Targeted Mobile Application to Enhance Transportation Safety and Use of Active Transportation Modes in Fresno County: The Role of Application Design & Content. Mineta Transportation Institute, July 2021. http://dx.doi.org/10.31979/mti.2021.2013.

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This research empirically investigates the need for, and the effective design and content of, a proposed mobile application that is targeted at pedestrians and cyclists in Fresno County. The differential effect of the proposed mobile app name and colors on the target audience opinions was examined. Further, app content and features were evaluated for importance and the likelihood of use. This included design appeal, attractiveness, relevance, ease of navigation, usefulness of functions, personalization and customization, message recipients’ attitudes towards message framing, and intended behaviors related to pedestrian, cyclist, and motorist traffic safety practices. Design mobile application features tested included image aesthetics, coherence and organization, and memorability and distinction. Potential engagement with the mobile app was assessed via measuring the users’ perceived enjoyment while using the app. The behavioral intentions to adopt the app and likelihood to recommend the app were assessed. The willingness to pay for purchasing the app was measured. This research provided evidence that a mobile application designed for pedestrians and cyclists is needed, with high intentions for its adoption. Functions, such as Safety Information, Weather Conditions, Guide to Trails, Events for Walkers and Bikers, and Promotional Offers are deemed important by the target population. This research was conducted in an effort to increase active transportation mode utilization and to enhance the safety of vulnerable road users. The public, city administrators, transportation authorities, and policy makers shall benefit from the results of this study by adapting the design and the features that are proposed in this research and were found appealing and useful for the target vulnerable road user groups. The need of the proposed mobile application and its main functions are established, based on the results of this research, which propagates further steps of implementation by city administrators and transportation authorities.
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Waraniak, John. Unsettled Issues on Sensor Calibration for Automotive Aftermarket Advanced Driver-Assistance Systems. SAE International, March 2021. http://dx.doi.org/10.4271/epr2021008.

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Many automotive industry safety advocates have been pushing for greater market penetration for active safety and advanced driver-assistance systems (ADAS), with the goal of ending deaths due to car crashes. However, there are far-reaching implications for the collision repair, specialty equipment, and performance aftermarket sectors—after a collision or modification, the ADAS system functionality must be preserved to maintain, driver, passenger, and road user safety. To do this, sensor recalibration and ADAS functional safety validation and documentation after repair, modification, or accessorizing are necessary. Unsettled Issues on Sensor Calibration for Automotive Aftermarket ADAS tackles the challenges of accelerating the pace of ADAS implementation; increasing industry understanding of systems, sensors, software, controllers; and minimizing the overwhelming variety of sensor calibration procedures and automaker targets. Additionally, this report addresses the liability concerns that are challenging the industry as it seeks to move forward safely.
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Bailey, Milton, and Robert W. Hall. Non-Gender Safety Footwear: Fit and Function Evaluation. Fort Belvoir, VA: Defense Technical Information Center, January 1989. http://dx.doi.org/10.21236/ada258414.

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Thill, D. C., J. L. Zeller, and Jr. Operational Procedures for Safety Function Support for Combat Operations,. Fort Belvoir, VA: Defense Technical Information Center, December 1991. http://dx.doi.org/10.21236/ada373211.

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Cook, Stephen, and Loyd Hook. Developmental Pillars of Increased Autonomy for Aircraft Systems. ASTM International, January 2020. http://dx.doi.org/10.1520/tr2-eb.

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Increased automation for aircraft systems holds the promise to increase safety, precision, and availability for manned and unmanned aircraft. Specifically, established aviation segments, such as general aviation and light sport, could utilize increased automation to make significant progress towards solving safety and piloting difficulties that have plagued them for some time. Further, many emerging market segments, such as urban air mobility and small unmanned (e.g., small parcel delivery with drones) have a strong financial incentive to develop increased automation to relieve the pilot workload, and/or replace in-the-loop pilots for most situations. Before these advances can safely be made, automation technology must be shown to be reliable, available, accurate, and correct within acceptable limits based on the level of risk these functions may create. However since inclusion of these types of systems is largely unprecedented at this level of aviation, what constitutes these required traits (and at what level they must be proven to) requires development as well. Progress in this domain will likely be captured and disseminated in the form of best practices and technical standards created with collaboration from regulatory and industry groups. This work intends to inform those standards producers, along with the system designers, with the goal of facilitating growth in aviation systems toward safe, methodical, and robust inclusion of these new technologies. Produced by members of the manned and unmanned small aircraft community, represented by ASTM task group AC 377, this work strives to suggest and describe certain fundamental principles, or “pillars”, of complex aviation systems development, which are applicable to the design and architectural development of increased automation for aviation systems.
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Mendoza, I., and J. Hur. Safety and Function Test Report for the SWIFT Wind Turbine. Office of Scientific and Technical Information (OSTI), January 2013. http://dx.doi.org/10.2172/1068626.

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Boccio, J., W. Vesely, M. Azarm, J. Carbonaro, J. Usher, and N. Oden. Validation of risk-based performance indicators: Safety system function trends. Office of Scientific and Technical Information (OSTI), October 1989. http://dx.doi.org/10.2172/5455881.

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Roadman, J., M. Murphy, and J. van Dam. Safety and Function Test Report for the Viryd CS8 Wind Turbine. Office of Scientific and Technical Information (OSTI), October 2013. http://dx.doi.org/10.2172/1107446.

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