Dr Donya Hajializadeh


Lecturer in Bridge/Structural Engineering
BEng (Hons), MEng, PhD, CEng MICE, MIEI, EUR ING, MWES, FHEA
+44 (0)1483 686637
03 AA 03

Biography

My qualifications

2017
PG Cert. HE in Learning and Teaching (Higher Education)
Anglia Ruskin University
2013
PhD in Bridge Engineering
University College Dublin (UCD)
2010
MEng in Offshore and Hydraulic Structure Engineering
Sharif University of Technology
2008
BEng (Hons) in Civil Engineering
Sharif University of Technology

Previous roles

2016 - 2019
Senior Lecturer
Anglia Ruskin University
2014 - 2016
Lecturer
University College Dublin (UCD)
2013 - 2016
Research Engineer
Roughan & O'Donovan Innovative Solutions (RODIS)
2010 - 2013
Marie Curie Early Stage Researcher
University College Dublin (UCD)

In the media

Research

Research interests

Research projects

Indicators of esteem

  • Ranked 7th in the Overall Degree GPA among 120 students of the School of Civil Engineering at Sharif University of Technology and awarded Exemption from Master's Degree National Entrance Exam as an 'Exceptionally Talented Student'.

     

  • Recipient of the Marie Curie Early Stage Researcher Scholarship, awarded by the European Commission for the duration of PhD at the University College Dublin (UCD).

  • Nominated by ARU students for the ‘Outstanding Personal Tutor Award’ for two consecutive academic years (2016–17 and 2017–18).

  • Manuscript peer reviewer for the following international journals:

    Journal of Bridge Engineering – The American Society of Civil Engineering (ASCE)

    Bridge Engineering Journal – The Institution of Civil Engineers (ICE)

    Open Journal of Civil Engineering – Scientific Research Publishing (SCIRP)

    International Journal of Building Pathology and Adaptation (emeraldinsight)

My publications

Publications

OBrien E.J., Hajializadeh Donya, Sheils E., Enright B. (2013) Estimation of lifetime maximum distributions of bridge traffic load effects, pp. 1482-1488 Taylor and Francis
This paper considers the problem of assessing traffic loading on road bridges. A database of European WIM data is used to determine accurate annual maximum distributions of load effect. These in turn are used to find the probability of failure for a number of load effects. Using the probability of failure as the benchmark, traditional measures of safety - factor of safety and reliability index - are reviewed. Both are found to give inconsistent results, i.e., a given factor of safety or reliability index actually corresponds to a range of different probabilities of failure. © 2012 Taylor & Francis Group.
Hajializadeh Donya, Maryam Imani (2017) Resilience-informed Crisis Management,
The recent extreme weather events in UK, Europe and around the world have raised issues about the organization and management of critical infrastructure subjected to any crisis. Lack of information on infrastructure management when subject to these disastrous events, along with embedded uncertainties of these disastrous events, will lead to disruptions to all connected critical infrastructure. Recently there has been a change in ideology where instead of relying on the ability to reduce risks induced by disastrous events, it is economically desirable to manage infrastructure network based on their resilience and their capacity in coping with these disruptions. This paper summarizes the work that is being implemented in developing a resilience-informed decision making system. Resilience-informed management system will provide means of quantifying the level of system bounce-back ability to all hazard scenarios in addition to their vulnerability. This study will eventually provide means of optimizing design and investment strategies for critical infrastructure owners and managers.
Hajializadeh Donya, Astaraie-Imani Maryam (2014) Critical Infrastructure Resilience as a Function of Network Configuration, pp. 147-147
Hajializadeh D., OBrien E.J., Stewart M.G. (2015) The sensitivity of bridge safety to spatial correlation of load and resistance, Structures 5 pp. 23-34 Elsevier Ltd
Random Field theory has emerged in recent years to model the statistical correlation of resistance in concrete structures and to determine its influence on the probability of structural failure. A major shortcoming in the work carried out to date is the spatial variability and corresponding correlation associated with applied traffic loads. In this paper the influence of spatial correlation of both traffic load and resistance is considered in the context of bridge safety assessment. The current study, explores, the nature of the problem by three theoretical examples. As a general trend, examples show that while traffic loads are weakly correlated, load effects are strongly correlated as the same heavy vehicle often causes extremes of load effect in different parts of the bridge which is due to the transverse sharing of load (measured here using a load sharing factor). It is found that the strength of correlation of load effect depends greatly on the load sharing factor which is treated in a simple way in many studies. In a more sophisticated beam-and-slab bridge example, load sharing factors are derived from a finite element analysis to assess transverse load sharing, and are shown to vary by girder number, girder segment and by load location. Despite the fact that load effect at points along the length of a bridge is strongly correlated, the combined influence of correlation in load and resistance on probability of failure is small. © 2015 Elsevier B.V.
Currently, the available decision support systems (DSS) rely on risk/vulnerability measures while interdependencies and their resilience in response to extreme environmental hazards are overlooked. Interdependencies among Critical Infrastructure (CI) can cause cascading failures and hence amplify negative consequences due to these failures. This can also affect CI?s service restoration rate and consequently reducing their resilience in coping with these hazardous environmental events. As infrastructures are becoming more interdependent at some sectors, there is an increasing need for better management of these interactions and interdependencies.

Conventional infrastructure management techniques aim to provide a high degree of reliability in design process and risk analysis is the commonly used technique in assessing the response to disastrous threats. However, there are limitations to risk assessment in which not all risks can be quantified due to the existence of emerging and unobserved threats and highly improbable events with high degree of uncertainty are dealt with poorly.

To manage the infrastructure interdependencies and their interactions in response to disastrous events, in addition to holistic risk/vulnerability mitigation approach; there is a need for resilience-informed management system. This will establish the key components of existing CI network and will assess the sensitivity of these components to disastrous events and their capacity in coping with such events. Resilience informed management systems put the main emphasis on systems? recoverability, resourcefulness and rapidity, in addition to its robustness. Unlike the available DSSs, RV-DSS provides a measure of network resilience in response to hazardous events, in addition to vulnerability measure. This measure provides a quantitative metric of the robustness, recoverability, rapidity and resourcefulness of the infrastructure network in response to environmental hazards.

This paper presents the application of RV-DSS on a transport network case study, quantifying failure propagation due to inherent infrastructure interdependencies and streamlining strategic planning (e.g., winter preparedness in road and rail networks; use of smart technologies in structural health monitoring) by focusing on risk zones of infrastructure networks, and improve the resilience of infrastructure systems in response to low probability/high impact hazardous events.

Hajializadeh Donya, Salam Al-Sabah A., Obrien E.J., Laefer D.F., Enright B. (2015) Nonlinear analysis of isotropic slab bridges under extreme traffic loading, Canadian Journal of Civil Engineering 42 (10) pp. 808-817 Canadian Science Publishing
Probabilistic analysis of traffic loading on a bridge traditionally involves an extrapolation from measured or simulated load effects to a characteristic maximum value. In recent years, long run simulations, whereby thousands of years of traffic are simulated, have allowed researchers to gain new insights into the nature of the traffic scenarios that govern at the limit state. For example, mobile cranes and low-loaders, sometimes accompanied by a common articulated truck, have been shown to govern in most cases. In this paper, the extreme loading scenarios identified in the long-run simulation are applied to a non-linear, two-dimensional (2D) plate finite element model. For the first time, the loading scenarios that govern in 2D nonlinear analyses are found and compared to those that govern for 2D linear and one-dimensional (1D) linear and nonlinear analyses. Results show that, for an isotropic slab, the governing loading scenarios are similar to those that govern in simple 1D (beam) models. Furthermore, there are only slight differences in the critical positions of the vehicles. It is also evident that the load effects causing failure in the 2D linear elastic plate models are significantly lower, i.e., 2D linear elastic analysis is more conservative than both 2D nonlinear and 1D linear and nonlinear analyses. ©, 2015, National Research Council of Canada. All Rights Reserved.
OBrien E.J., Schmidt F., Hajializadeh D., Zhou X.-Y., Enright B., Caprani C.C., Wilson S., Sheils E. (2015) A review of probabilistic methods of assessment of load effects in bridges, Structural Safety 53 pp. 44-56 Elsevier
This paper reviews a range of statistical approaches to illustrate the influence of data quality and quantity on the probabilistic modelling of traffic load effects. It also aims to demonstrate the importance of long-run simulations in calculating characteristic traffic load effects. The popular methods of Peaks Over Threshold and Generalised Extreme Value are considered but also other methods including the Box-Cox approach, fitting to a Normal distribution and the Rice formula. For these five methods, curves are fitted to the tails of the daily maximum data. Bayesian Updating and Predictive Likelihood are also assessed, which require the entire data for fittings. The accuracy of each method in calculating 75-year characteristic values and probability of failure, using different quantities of data, is assessed. The nature of the problem is first introduced by a simple numerical example with a known theoretical answer. It is then extended to more realistic problems, where long-run simulations are used to provide benchmark results, against which each method is compared. Increasing the number of data in the sample results in higher accuracy of approximations but it is not able to completely eliminate the uncertainty associated with the extrapolation. Results also show that the accuracy of estimations of characteristic value and probabilities of failure are more a function of data quality than extrapolation technique. This highlights the importance of long-run simulations as a means of reducing the errors associated with the extrapolation process. © 2015 Elsevier Ltd.
OBRIEN E.J., Hajializadeh D, UDDIN N., ROBINSON D., OPITZ R. (2012) STRATEGIES FOR AXLE DETECTION IN BRIDGE WEIGH-IN-MOTION SYSTEMS, Proceedings of the International Conference on Weigh-In-Motion (ICWIM 6) pp. 79-88 John Wiley & Sons, Inc
To perform effectively, a Bridge Weigh-in-Motion (B-WIM) system requires accurate
information on the location and speed of all axles on the bridge. In recent years, axle detection
is by sensors under the bridge ? so called Free-of-Axle-Detector or Nothing-On-Road (NOR)
B-WIM. As axles pass over an axle detecting strain sensor, there is a peak in strain which can
be detected by the data acquisition system. This approach works well for some bridges but
there are challenges for beam-and-slab bridges where the beams are deep, a common form of
construction in Alabama. The slabs in such bridges are therefore generally used for axle
detection but the peaks in the slab strains are quite sensitive to the transverse position of the
wheels over the beam. This paper describes a study into axle detection which tests alternative
strategies for a range of bridge types and spans.
Enright B., Hajializadeh D., Obrien E.J. (2013) Reliability-based bridge assessment using enhanced Monte Carlo to simulate extreme traffic loading, Proceedings of 11th International Conference on Structural Safety & Reliability (ICOSSAR), New York, 2013 pp. 3703-3708
A framework is presented for the assessment of the safety of a bridge deck under actual traffic loading using an enhanced Monte Carlo method which attempts to reduce computational cost while preserving the advantages of more conventional, computationally intensive, simulation. To generate the bridge loading scenarios, an extensiveWeigh-in-Motion (WIM) database is used to calibrate a sophisticated simulation model of two-directional traffic. Traffic and vehicle characteristics are generated from statistical distributions derived from measured traffic data. Two examples are used in this study to assess the usefulness and accuracy of the enhanced method. In the first, a simple example is used for which the exact theoretical probability of failure is available. Hence, the error in estimation can be assessed directly. In the second, 'long-run' simulations are used to generate a very large database of load effects from which very accurate estimates can be deduced of lifetime maximum effects. © 2013 Taylor & Francis Group, London.
O?Brien E.J., Hajializadeh D., Sheils E., Enright B. (2011) A Two-Dimensional Approach to the Probabilistic Assessment of Bridge Safety, Proceeding 2nd Iranian Conference on Reliability Engineering Aerospace Research Institute
A framework is presented for the assessment of the safety of a bridge deck, taking account of its 2-dimensional nature. Random field analysis is proposed to determine the spatial distribution of resistance probability but is not implemented in this paper. Monte Carlo simulation, calibrated using Weigh-in-Motion traffic data, is used to determine lifetime maximum distributions of bending moment throughout the bridge deck. The 2-dimensional approach is shown, for the example considered, to give much lower probabilities of failure than the alternative approach of considering points one by one.
Hajializadeh Donya, OBrien Eugene J., Enright Bernard, Caprani Colin C., Sheils Emma (2012) Probabilistic Study of Lifetime Load Effect Distribution of Bridges,
Assessment of highway bridge safety requires a prediction of the probability of
occurrence of extreme load effects during the remaining life of the structure. While the
assessment of the strength of an existing bridge is relatively well understood, the traffic
loading it is subject to, has received less attention in the literature. The recorded traffic
data are often limited to a number of days or weeks due to the cost of data collection.
Studies in the literature have used many different methods to predict the lifetime
maximum bridge load effect using a small amount of data, including fitting block
maximum results to a Weibull distribution and raising maximum daily or maximum
weekly distributions to an appropriate power.
Two examples are used in this study to show the importance of the quantity of data in
predicting the lifetime maximum distribution. In the first, a simple example is used for
which the exact theoretical probabilities are available. Hence, the errors in estimations
can be assessed directly. In the second, ?long-run? simulations are used to generate a
very large database of load effects from which very accurate estimates can be deduced
of lifetime maximum effects. Results are presented for bidirectional traffic, with one
lane in each direction, based on Weigh-in-Motion data from the Netherlands.
Richardson Jim, Jones Steven, Brown Alan, O'Brien Eugene J., Hajializadeh Donya (2014) On the use of bridge weigh-in-motion for overweight truck enforcement, International Journal of Heavy Vehicle Systems 21 (2) pp. 83-104 Inderscience Enterprises Ltd.
Bridge weigh-in-motion (B-WIM) is a method by which the axle weights of a vehicle travelling at full highway speed can be determined using a bridge instrumented with sensors. This paper looks at the history of B-WIM, beginning with early work on weigh-in-motion (WIM) technologies in the 1960s leading to its invention by Fred Moses and George Goble in the USA in the mid 1970s. Research initiatives in Australia and Europe have focused on improving B-WIM accuracy. The moving force identification (MFI) method models the dynamic fluctuation of axle forces on the bridge and holds particular promise. B-WIM accuracy depends on bridge site conditions as well as the particular data processing algorithm. The accuracy classifications of several B-WIM installations reported in the literature are summarised in this paper. Current accuracy levels are sufficient for selecting vehicles to be weighed using static scales, but insufficient for direct enforcement. Copyright © 2014 Inderscience Enterprises Ltd.
Obrien Eugene J., Zhang Longwei, Zhao Hua, Hajializadeh Donya (2018) Probabilistic bridge weigh-in-motion, Canadian Journal of Civil Engineering 45 (8) pp. 667-675 Canadian Science Publishing
Conventional bridge weigh-in-motion (BWIM) uses a bridge influence line to find the axle weights of passing vehicles that minimize the sum of squares of differences between theoretical and measured responses. An alternative approach, probabilistic bridge weigh-in-motion (pBWIM), is proposed here. The pBWIM approach uses a probabilistic influence line and seeks to find the most probable axle weights, given the measurements. The inferred axle weights are those with the greatest probability amongst all possible combinations of values. The measurement sensors used in pBWIM are similar to BWIM, containing free-of-axle detector sensors to calculate axle spacings and vehicle speed and weighing sensors to record deformations of the bridge. The pBWIM concept is tested here using a numerical model and a bridge in Slovenia. In a simulation, 200 randomly generated 2-axle trucks pass over a 6 mlong simply supported beam. The bending moment at mid-span is used to find the axle weights. In the field tests, 77 pre-weighed trucks traveled over an integral slab bridge and the strain response in the soffit at mid-span was recorded. Results show that pBWIM has good potential to improve the accuracy of BWIM. © 2018, Canadian Science Publishing. All rights reserved.
Kaiser Mohammed Shamim, Lwin Khin T., Mahmud Mufti, Hajializadeh Donya, Chaipimonplin Tawee, Sarhan Ahmed, Hossain Mohammed Alamgir (2018) Advances in crowd analysis for urban applications through urban event detection, IEEE Transactions on Intelligent Transportation Systems 19 (10) pp. 3092-3112 Institute of Electrical and Electronics Engineers Inc.
The recent expansion of pervasive computing technology has contributed with novel means to pursue human activities in urban space. The urban dynamics unveiled by these means generate an enormous amount of data. These data are mainly endowed by portable and radio-frequency devices, transportation systems, video surveillance, satellites, unmanned aerial vehicles, and social networking services. This has opened a new avenue of opportunities, to understand and predict urban dynamics in detail, and plan various real-time services and applications in response to that. Over the last decade, certain aspects of the crowd, e.g., mobility, sentimental, size estimation and behavioral, have been analyzed in detail and the outcomes have been reported. This paper mainly conducted an extensive survey on various data sources used for different urban applications, the state-of-the-art on urban data generation techniques and associated processing methods in order to demonstrate their merits and capabilities. Then, available open-access crowd data sets for urban event detection are provided along with relevant application programming interfaces. In addition, an outlook on a support system for urban application is provided which fuses data from all the available pervasive technology sources and finally, some open challenges and promising research directions are outlined. © 2018 IEEE.
Hajializadeh D., Stewart M.G., Enright B., OBrien E. (2015) Spatial time-dependent reliability analysis of reinforced concrete slab bridges subject to realistic traffic loading, Structure and Infrastructure Engineering 12 (9) pp. 1137-1152 Taylor and Francis Ltd.
Resistance and loads are often correlated in time and space. The paper assesses the influence of these correlations on structural reliability/probability of failure for a typical two-lane reinforced concrete (RC) slab bridge under realistic traffic loading. Spatial variables for structural resistance are cover and concrete compressive strength, which in turn affect the strength and chloride-induced corrosion of RC elements. Random variables include pit depth and model error. Correlation of weights between trucks in adjacent lanes and inter-vehicle gaps are also included and are calibrated against weigh-in-motion data. Reliability analysis of deteriorating bridges needs to incorporate uncertainties associated with parameters governing the deterioration process and loading. One of the major unanswered questions in the work carried out to date is the influence of spatial variability of load and resistance on failure probability. Spatial variability research carried out to date has been mainly focused on predicting the remaining lifetime of a corroding structure and spatial variability of material, dimensional and environmental properties. A major shortcoming in the work carried out to date is the lack of an allowance for the spatial variability of applied traffic loads. In this article, a two-dimensional (2D) random field is developed where load effects and time-dependent structural resistance are calculated for each segment in the field. The 2D spatial time-dependent reliability analysis of an RC slab bridge found that a spatially correlated resistance results in only a small increase in probability of failure. Despite the fact that load effect at points along the length of a bridge is strongly correlated, the combined influence of correlation in load and resistance on probability of failure is small. © 2015 Informa UK Limited, trading as Taylor & Francis Group.
Hajializadeh Donya, OBrien Eugene J., Enright Bernard, Sheils Emma (2012) Nonlinear Response of Structures to Characteristic Loading Scenarios,
To assess the safety of an existing bridge, the traffic loads to which it may be subjected in its lifetime
need to be accurately quantified. In this paper the 75 year characteristic maximum traffic load effects are
found using a carefully calibrated traffic load simulation model. To generate the bridge loading scenarios,
an extensive weigh in motion (WIM) database, from three different European countries, is used.
Statistical distributions for vehicle weights, inter-vehicle gaps and other characteristics are derived from
the measurements, and are used as the basis for Monte Carlo simulations of traffic representing many
years. An advantage of this ?long-run? simulation approach is that it provides information on typical
extreme traffic loading scenarios. This makes possible a series of nonlinear finite element analyses of a
reinforced concrete bridge to determine the response to typical characteristic maximum loadings.

Results of the nonlinear analyses are compared to the corresponding results using Eurocode and
AASHTO load models.

Hajializadeh Donya, Carey Ciaran, OBrien Eugene (2016) Quantification of Multi Risk Scenarios Subjected to Extreme Weather Events,
Changes in the likelihood and severity of extreme weather events and climate-related disasters can result in the failure of critical infrastructure (CI) elements and networks. A Quantitative risk assessment of such failures is a core part of risk management protocols. In the RAIN project, funded by 7th Framework Programme, a systematic risk analysis framework is being developed which quantifies risks due to extreme events by explicitly considering the impacts of extreme weather events on critical infrastructure. In this paper, an overview of developed advanced risk assessment procedure quantifying multi-mode risks and the techniques required to assess the interaction between different hazardous events and various critical infrastructure systems is provided. In this study it is assumed that multi-risk scenarios refer to two main components: a. multi-hazard (i.e. the potential for one or more secondary hazard triggered a by primary hazard event) and b. multi-vulnerability (i.e., potential for failure propagation in critical infrastructure network(s)) scenarios. Descriptions of various multi-hazard and multi-vulnerability scenarios are provided and the approach required to quantify risk arising from each scenario is outlined and the application is illustrated for flash flooding case study in North of Italy.
Hajializadeh Donya, O'Brien Eugene J., Sheils Emma, Enright Bernard (2015) Spatially Variable Assessment of Lifetime Maximum Load Effect Distribution in Bridges, Proceedings of the Bridge and Concrete Research in Ireland Conference (BCRI 2012)
Bridge structures are key components of highway infrastructure and their safety is clearly of great importance. Safety assessment of highway bridges requires accurate prediction of the extreme load effects, taking account of spatial variability through the bridge width and length. This concept of spatial variability i s also known as random field analysis. Reliability - based bridge assessment permits the inclusion of uncertainty in all parameters and models associated with the deterioration process. Random field analysis takes account of the probability that two points n ear each other on a bridge will have correlated properties. This method incorporates spatial variability which results in a more accurate reliability assessm ent. This paper presents an integrated model for spatial reliability analysis of reinforced concre te bridges that considers both the bridge capacity and traffic load. A sophisticated simulation model of two - directional traffic is used to determine accurate annual maximum distributions of load effect. To generate the bridge loading scenarios, an extensive Weigh-in-Motion (WIM) database, from five European countries, is used. For this, statistical distributions for vehicle weights, inter - vehicle gaps and other characteristics are derived from the measurements, and are used as the basis for a Monte Carlo simulation of traffic. Results are presented for bidirectional traffic, with one lane in each direction, with a total flow of approximately 2000 trucks per day.
Connolly L., Hajializadeh D., Leahy C., O'Connor A., O'Brien E.J., Bowe C. (2016) Calculation of the dynamic allowance for railway bridges from direct measurement, Civil-Comp Proceedings 110 Civil-Comp Press
In a traditional deterministic assessment, a dynamic amplification factor (DAF) is applied to the static loading in order to account for dynamics. The codified DAF values are appropriately conservative in order to consider the wide range of structures and load effects to which they are applied. In the current analysis, a site specific assessment dynamic ratio (ADR) is calculated from direct measurement on an eighty year old steel truss railway bridge. The ADR is defined as the ratio of characteristic total stress to the characteristic static stress. The application of an ADR is a relatively new concept which has rarely been considered for railway bridges. An assessment performed on the bridge in question showed a decrease in the dynamic allowance when considering the site specific ADR, corresponding to a twenty-six percent decrease in the calculated stress. The measurements available were also used to derive a robust stochastic model for dynamic allowance which considered the correlation between DAF and stress level. The developed model was applied to a probabilistic assessment and resulted in a nine percent increase in reliability. © Civil-Comp Press, 2016.
In recent years, a variety of extreme weather events, including droughts, rain induced landslides, river floods, winter storms, wildfire, and hurricanes, have threatened and damaged many different regions across Europe and worldwide. These events can have devastating impact on critical infrastructure systems. The 7th Framework RAIN project will address these issues, involving partners from Ireland, Belgium, Germany, Finland, Italy, Netherlands, Slovenia and Spain. In this project, the impact of critical infrastructure failure on society, on security issues and on the economy will be examined. Based on the impacts of the failures, quantifiable benefits (from a societal, security and economic standpoint) of providing resilient infrastructure will be identified. In this project, a means of quantifying the level of risk will be established, first due to single land transport mode failures, and second due to selected multi-mode-interdependent failure scenarios (e.g. failure of power stations result in failure of electrical train lines). This paper introduces the RAIN project and its goal of developing a methodology to create an advanced risk assessment procedure, including a probabilistic based approach, to derive a measurable indicator of risk.
Obrien Eugene J., Hajializadeh Donya, Power Richard T. (2015) Quantifying the impact of critical infrastructure failure due to extreme weather events, Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering University of British Columbia
The recent extreme weather events in Europe and around the world have raised issues about the organization and management of critical infrastructure. There is uncertainty and a lack of information on how infrastructure should be managed when subject to these extreme events. The existence of chaos and uncertainty in these situations can result in disruptions to transport, power outages and in the most extreme instances, loss of life. The 7th Framework RAIN (Risk Analysis of Infrastructure Networks in response to extreme weather) project is addressing these issues, involving partners from Ireland, Belgium, Germany, Finland, Italy, Netherlands, Slovenia and Spain. The objective of the RAIN project is to provide an operational analysis framework to minimize the impact of major weather events in the EU. This paper summarizes the work that will be performed in one of the work packages of the RAIN project. This work package will examine the impact of critical infrastructure failure on society, security issues and the economy. Based on a risk analysis framework, a means of quantifying the level of risk will be established. The risk procedure will be benchmarked against case studies conducted on critical transport and operational tactical connections. The project outputs will contribute to the process of knowledge management used in the protection of Critical Infrastructure and will provide a basis for the development of decision support systems.
Astaraie-Imani M., Hajializadeh D. (2017) A Comparison of Critical Infrastructure Resilience Quantification Techniques, Proceedings of the12th International Conference on Structural Safety and Reliability pp. 2728-2737
Promoting the resilience of critical infrastructure, when subjected to different hazardous events, is vital. However, applying inappropriate and/or imprecise resilience metrics or quantification techniques could increase the costs of resilience enhancement and reduce its effectiveness in critical infrastructure. This paper develops a method to evaluate and compare different resilience quantification techniques, in relation to different system failure states, in order to measure their effectiveness
Leahy Cathal, OBrien Eugene J., Enright Bernard, Hajializadeh Donya (2014) Review of HL-93 bridge traffic load model using an extensive WIM database, Journal of Bridge Engineering 20 (10) 04014115 American Society of Civil Engineers (ASCE)
HL-93, the current bridge traffic load model used in the United States is examined here. Weigh-in-motion (WIM) data from 17 sites in 16 states containing 74 million truck records are used to assess the level of consistency in the characteristic load effects (LEs) implied by the HL-93 model. The LEs of positive and negative bending moments and shear force are considered on single- and two-lane same-direction slab and girder bridges with a range of spans. It is found that the ratio of WIM-implied LE to HL-93 LE varies considerably from one LE to another. An alternative model is proposed that achieves improvements in consistency in this ratio for the LEs examined, especially for the single-lane case. The proposed model consists of a uniformly distributed load whose intensity varies with bridge length. © 2014 American Society of Civil Engineers.
Astaraie-Imani M., Hajializadeh D., Christodoulides V. (2018) Towards Resilience-informed Decision Making in Critical Infrastructure Networks, Advances in Science, Technology & Innovation Springer
Hajializadeh Donya, OBrien Eugene J., O'Connor Alan (2017) Virtual structural health monitoring and remaining life prediction of steel bridges, Canadian Journal of Civil Engineering 44 (4) pp. 264-273 Canadian Science Publishing
In this study a structural health monitoring (SHM) system is combined with bridge weigh-in-motion (B-WIM) measurements of the actual traffic loading on a bridge to carry out a fatigue damage calculation. The SHM system uses the ?virtual monitoring? concept, where all parts of the bridge that are not monitored directly using sensors, are ?virtually? monitored using the load information and a calibrated finite element (FE) model of the bridge. Besides providing the actual traffic loading on the bridge, the measurements are used to calibrate the SHM system and to update the FE model of the bridge. The newly developed virtual monitoring concept then uses the calibrated FE model of the bridge to calculate stress ranges and hence to monitor fatigue at locations on the bridge not directly monitored. The combination of a validated numerical model of the bridge with the actual site-specific traffic loading allows a more accurate prediction of the cumulative fatigue damage at the time of measurement and facilitates studies on the implications of traffic growth. To test the accuracy of the virtual monitoring system, a steel bridge with a cable-stayed span in the Netherlands was used for testing. © 2017, Canadian Science Publishing. All rights reserved.
Infrastructure networks do not exist in isolation. Rather they are interconnected to other
infrastructures and, as technological development increases, so too does the linkage between
networks. Interdependencies among Critical Infrastructure (CI) can cause cascading failures and hence
amplify negative consequences due to these failures. This can also affect CI?s service restoration rate
and consequently reducing their resilience in coping with these hazardous environmental events. For
example, failure of the water drain and sewer system due to 2002 Glasgow flooding affected many
homes and closed many main roads and stations such as the A82 and A8 roads, Buchanan Street
subway station and Dalmarnock through to Exhibition Centre stations on the Argyle Line.
As infrastructures are becoming more interdependent at some sectors, there is an increasing demand
for more effective management of these interactions and interdependencies. This paper provides
details of a quantitative metric for the robustness, recoverability, rapidity and resourcefulness of the
interdependent infrastructure network in response to hazardous event. By generating a quantitative
measure of network resilience, considering infrastructure interdependencies, the most severe failure
scenarios and their spatial impacts can be identified and mapped. This can lead to prioritise future
business planning strategies for CI asset owners and managers. To illustrate the application of the
proposed approach, a case study in North Argyll, Scotland is analysed and presented in this paper.