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M Nastev
Geological Survey of Canada, Quebec City, Canada

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Case study reports
Published: 08 May 2021 in Bulletin of Earthquake Engineering
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This paper highlights the principal features of the Mw5.4 Zagreb earthquake. Located within the city limits at a depth of 10 km, the earthquake generated a peak ground acceleration of more than 0.2 g and a maximum spectral acceleration of about 0.6 g at 0.1 s in the historic downtown area. The situation was particularly challenging since the event occurred amid a partial Covid-19 lockdown at temperatures close to 0 °C, emphasizing the extensive and complex vulnerability of the local communities and individuals. 27 people were reported severely injured, one of which later died. The surprisingly high economic costs, needed to achieve a full reconstruction of damaged buildings and infrastructure in the affected area, are currently evaluated at more than 10B euros. Description of the organization of the emergency response in the first days and the observed damage to buildings is given with typical examples. The focus is on the performance of older masonry residential and cultural heritage buildings in the historic downtown, their inspection and evaluation of damage to structural and non-structural components. This information provides the basis for understanding of the negative impacts and clarifies the overall context identifying the enablers and barriers to the still ongoing recovery process. It also helps to increase the awareness of the seismic vulnerability of European cities with similar construction practices.

ACS Style

Josip Atalić; Mario Uroš; Marta Šavor Novak; Marija Demšić; Miroslav Nastev. The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response. Bulletin of Earthquake Engineering 2021, 19, 3461 -3489.

AMA Style

Josip Atalić, Mario Uroš, Marta Šavor Novak, Marija Demšić, Miroslav Nastev. The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response. Bulletin of Earthquake Engineering. 2021; 19 (9):3461-3489.

Chicago/Turabian Style

Josip Atalić; Mario Uroš; Marta Šavor Novak; Marija Demšić; Miroslav Nastev. 2021. "The Mw5.4 Zagreb (Croatia) earthquake of March 22, 2020: impacts and response." Bulletin of Earthquake Engineering 19, no. 9: 3461-3489.

Articles
Published: 16 September 2019 in Journal of Earthquake Engineering
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Relatively simple method for seismic loss assessment is presented based on probabilistic hazard, event scenarios and local building inventory. EMS98-dependent vulnerability model is transformed to continuous fragility functions correlating damage probability to peak ground acceleration. The proposed method illustrated over 59,950 inventoried buildings and evaluated with replacement cost of $25.5B. For a repeat of the M6.1 1963 earthquake, simulations predict immediate losses of about $6.8B and 1,908 red-tagged buildings, compared to about $5B and 15,800 red-tagged building at the time. Average losses from probabilistic scenarios range from $1.6B (return period of 100y) to $17.8B (10,000y).

ACS Style

Violeta Mircevska; Ahmad Abo El Ezz; Irena Gjorgjeska; Alex Smirnoff; Miroslav Nastev. First-Order Seismic Loss Assessment at Urban Scale: A Case Study of Skopje, North Macedonia. Journal of Earthquake Engineering 2019, 1 -19.

AMA Style

Violeta Mircevska, Ahmad Abo El Ezz, Irena Gjorgjeska, Alex Smirnoff, Miroslav Nastev. First-Order Seismic Loss Assessment at Urban Scale: A Case Study of Skopje, North Macedonia. Journal of Earthquake Engineering. 2019; ():1-19.

Chicago/Turabian Style

Violeta Mircevska; Ahmad Abo El Ezz; Irena Gjorgjeska; Alex Smirnoff; Miroslav Nastev. 2019. "First-Order Seismic Loss Assessment at Urban Scale: A Case Study of Skopje, North Macedonia." Journal of Earthquake Engineering , no. : 1-19.

Journal article
Published: 14 May 2019 in Geosciences
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A new method for sensitivity analysis of water depths is presented based on a two-dimensional hydraulic model as a convenient and cost-effective alternative to Monte Carlo simulations. The method involves perturbation of the probability distribution of input variables. A relative sensitivity index is calculated for each variable, using the Gauss quadrature sampling, thus limiting the number of runs of the hydraulic model. The variable-related highest variation of the expected water depths is considered to be the most influential. The proposed method proved particularly efficient, requiring less information to describe model inputs and fewer model executions to calculate the sensitivity index. It was tested over a 45 km long reach of the Richelieu River, Canada. A 2D hydraulic model was used to solve the shallow water equations (SWE). Three input variables were considered: Flow rate, Manning’s coefficient, and topography of a shoal within the considered reach. Four flow scenarios were simulated with discharge rates of 759, 824, 936, and 1113 m 3 / s . The results show that the predicted water depths were most sensitive to the topography of the shoal, whereas the sensitivity indices of Manning’s coefficient and the flow rate were comparatively lower. These results are important for making better hydraulic models, taking into account the sensitivity analysis.

ACS Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Yves Gauthier; Jimmy Poulin; Marion Tanguy; Sebastien Raymond; Rachid Lhissou. New Sensitivity Indices of a 2D Flood Inundation Model Using Gauss Quadrature Sampling. Geosciences 2019, 9, 220 .

AMA Style

Khalid Oubennaceur, Karem Chokmani, Miroslav Nastev, Yves Gauthier, Jimmy Poulin, Marion Tanguy, Sebastien Raymond, Rachid Lhissou. New Sensitivity Indices of a 2D Flood Inundation Model Using Gauss Quadrature Sampling. Geosciences. 2019; 9 (5):220.

Chicago/Turabian Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Yves Gauthier; Jimmy Poulin; Marion Tanguy; Sebastien Raymond; Rachid Lhissou. 2019. "New Sensitivity Indices of a 2D Flood Inundation Model Using Gauss Quadrature Sampling." Geosciences 9, no. 5: 220.

Journal article
Published: 01 January 2019 in Gradjevinski materijali i konstrukcije
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Ovaj članak se odnosi na efikasno formulisan algoritam za interaktivno geometrijsko modeliranje lučnih brana. Algoritam predstavlja kombinaciju tradicionalne metode za dimenzionisanje kombinovan sa inovativnim kompjuterskim veštinama koje pružaju mogućnost jednostavnog procesuiranja kompleksnog projektovanja fleksibilno spregnutog sistema dvojno zakrivljene lučne brane - rezervoara. Ključni parametri koji se uvode u predmetni algoritam su topologija terena, oblik i debljina glavne centralne konzole, referentni cilindar, debljina i zakrivljenost pojedinih lukova, dubina iskopa za temelje u terenu, vertikalne konstruktivne razdelnice (fuge), perimetralna (obimna) fuga i automatsko generisanje numeričkih modela od konačnih i graničnih elemenata. Algoritam je ugrađen u kompjuterski program ADAD:IZIIS namenjen statičkoj i dinamičkoj analizi lučnih brana. Program je orijentisan na primenu metoda konačnih i graničnih elemenata. Da bi se demonstrirala primena algoritma odabran je primer lučne dvojno zakrivljene brane visoke 130m koja je postavljena u tesni kanjon oblika V-tipa. Prikazan je veći broj grafičkih priloga koji se dobija jednostavno selekcijom tražene opcije. Jasna prezentacija značajnih inženjerskih crteža na ekranu omogućuje brzo optimalno dimenzionisanje i formiranje matematičkih modela lučnih brana. lučna brana; geometrijsko modeliranje; MKE-MGE numeričko modeliranje; topologija terena; ADAD-IZIIS softver

ACS Style

Violeta Mirčevska; Miroslav Nastev; Viktor Hristovski; Alen Harapin; Ana Nanevska. Interactive algorithm for geometric modelling double-curvature arch dams. Gradjevinski materijali i konstrukcije 2019, 62, 33 -45.

AMA Style

Violeta Mirčevska, Miroslav Nastev, Viktor Hristovski, Alen Harapin, Ana Nanevska. Interactive algorithm for geometric modelling double-curvature arch dams. Gradjevinski materijali i konstrukcije. 2019; 62 (2):33-45.

Chicago/Turabian Style

Violeta Mirčevska; Miroslav Nastev; Viktor Hristovski; Alen Harapin; Ana Nanevska. 2019. "Interactive algorithm for geometric modelling double-curvature arch dams." Gradjevinski materijali i konstrukcije 62, no. 2: 33-45.

Journal article
Published: 01 November 2018 in Journal of Pipeline Systems Engineering and Practice
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Current regional seismic loss estimation models, for example, the United States Federal Emergency Management Agency’s (FEMA) Hazus, typically employ empirical functions for damage assessment of buried pipelines subjected to permanent ground deformation (PGD). These functions are based on a limited number of damage observations to pipelines during past strong earthquakes. They represent the repair rate per unit length in a brittle or ductile pipe segment under average structural and geotechnical conditions and ground failure phenomena. This study aims to propose an analytical method for assessment of vulnerability of ductile energy pipelines traversing permafrost regions and subject to active layer detachment (ALD) landslide hazard. Canadian ALD morphological statistics combined with the probability of pipeline exposure to transverse ALD-caused PGD and the extent of the potential PGD are used as input. A computer program is developed in order to analyze the structural behavior of pipelines and evaluate their vulnerability considering three damage mechanisms: tensile rupture, local buckling, and premature cross-sectional failure. The vulnerability functions associated with PGD, expressed in terms of repair rate, are obtained by applying Monte Carlo simulation to the structural analysis results. The novel vulnerability functions developed herein are specific to permafrost regions and can be incorporated in the Hazus-type platforms for regional seismic risk assessment.

ACS Style

Behrang Dadfar; M. Hesham El Naggar; Miroslav Nastev. Vulnerability of Buried Energy Pipelines Subject to Earthquake-Triggered Transverse Landslides in Permafrost Thawing Slopes. Journal of Pipeline Systems Engineering and Practice 2018, 9, 04018015 .

AMA Style

Behrang Dadfar, M. Hesham El Naggar, Miroslav Nastev. Vulnerability of Buried Energy Pipelines Subject to Earthquake-Triggered Transverse Landslides in Permafrost Thawing Slopes. Journal of Pipeline Systems Engineering and Practice. 2018; 9 (4):04018015.

Chicago/Turabian Style

Behrang Dadfar; M. Hesham El Naggar; Miroslav Nastev. 2018. "Vulnerability of Buried Energy Pipelines Subject to Earthquake-Triggered Transverse Landslides in Permafrost Thawing Slopes." Journal of Pipeline Systems Engineering and Practice 9, no. 4: 04018015.

Journal article
Published: 01 October 2018 in Journal of the Croatian Association of Civil Engineers
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ACS Style

Violeta Mircevska; Miroslav Nastev; Viktor Hristovski; Ivana Bulajic. Eigenvalue solution for arch dams: ADAD-IZIIS Software. Journal of the Croatian Association of Civil Engineers 2018, 70, 881 -890.

AMA Style

Violeta Mircevska, Miroslav Nastev, Viktor Hristovski, Ivana Bulajic. Eigenvalue solution for arch dams: ADAD-IZIIS Software. Journal of the Croatian Association of Civil Engineers. 2018; 70 (10):881-890.

Chicago/Turabian Style

Violeta Mircevska; Miroslav Nastev; Viktor Hristovski; Ivana Bulajic. 2018. "Eigenvalue solution for arch dams: ADAD-IZIIS Software." Journal of the Croatian Association of Civil Engineers 70, no. 10: 881-890.

Journal article
Published: 13 September 2018 in International Journal of Disaster Risk Reduction
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This paper presents a probabilistic approach for flood risk assessment in a reach of the Richelieu River, south of Saint-Jean-Sur-Richelieu, Quebec, Canada. The approach is based on a combination of three simple modules: 1) flood frequency analysis (frequency and peak discharge), 2) estimation of inundation depth, and 3) damage and loss estimation. To assess the flood negative impacts, a simple hydraulic model is developed designed to replace and complement the existing 2D model coupled to an existing damage model. By simplifying the spatial coverage of flood calculations, this approach accelerates the computational efficiency enabling a broader set of elements to be combined in a large sample of Monte Carlo simulations applied in the flood risk assessment. The final result is a local scale risk map indicating the expected annual damage to each individual building in the study area useful for flood risk decision making. The analyses show that the approach is particularly powerful for flood risk assessments in areas adjacent to the river for which sufficient data is available.

ACS Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Rachid Lhissou; Anas El Alem. Flood risk mapping for direct damage to residential buildings in Quebec, Canada. International Journal of Disaster Risk Reduction 2018, 33, 44 -54.

AMA Style

Khalid Oubennaceur, Karem Chokmani, Miroslav Nastev, Rachid Lhissou, Anas El Alem. Flood risk mapping for direct damage to residential buildings in Quebec, Canada. International Journal of Disaster Risk Reduction. 2018; 33 ():44-54.

Chicago/Turabian Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Rachid Lhissou; Anas El Alem. 2018. "Flood risk mapping for direct damage to residential buildings in Quebec, Canada." International Journal of Disaster Risk Reduction 33, no. : 44-54.

Correction
Published: 10 August 2018 in Water
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The authors wish to make the following corrections to this paper

ACS Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Marion Tanguy; Sebastien Raymond. Correction: Oubennaceur, K., et al. Uncertainty Analysis of a Two-Dimensional Hydraulic Model. Water 2018, 10, 272. Water 2018, 10, 1071 .

AMA Style

Khalid Oubennaceur, Karem Chokmani, Miroslav Nastev, Marion Tanguy, Sebastien Raymond. Correction: Oubennaceur, K., et al. Uncertainty Analysis of a Two-Dimensional Hydraulic Model. Water 2018, 10, 272. Water. 2018; 10 (8):1071.

Chicago/Turabian Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Marion Tanguy; Sebastien Raymond. 2018. "Correction: Oubennaceur, K., et al. Uncertainty Analysis of a Two-Dimensional Hydraulic Model. Water 2018, 10, 272." Water 10, no. 8: 1071.

Journal article
Published: 04 March 2018 in Water
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A reliability approach referred to as the point estimate method (PEM) is presented to assess the uncertainty of a two-dimensional hydraulic model. PEM is a special case of numerical quadrature based on orthogonal polynomials, which evaluates the statistical moments of a performance function involving random variables. When applied to hydraulic problems, the variables are the inputs to the hydraulic model, and the first and second statistical moments refer to the mean and standard deviation of the model’s output. In providing approximate estimates of the uncertainty, PEM appears considerably simpler and requires less information and fewer runs than standard Monte Carlo methods. An example of uncertainty assessment is shown for simulated water depths in a 46 km reach of the Richelieu River, Canada. The 2D hydraulic model, H2D2, was used to solve the shallow water equations. Standard deviations around the mean water depths were estimated by considering the uncertainties of three main input variables: flow rate, Manning’s coefficient and topography. Results indicate that the mean standard deviation is <27 cm for the considered flow rates of 759, 824, 936, 1113 m3/s. Higher standard deviations were obtained upstream of the topographic shoal at the municipality of Saint-Jean-sur-Richelieu. The PEM method adds further value to the H2D2 model predictions as it indicates the magnitude and the spatial variation in uncertainties. The effort required to complete an uncertainty analysis using the PEM method is minimal and the resulting insight is meaningful. This knowledge should be incorporated into decision-making in the context of flood risk assessment.

ACS Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Marion Tanguy; Sébastien Raymond. Uncertainty Analysis of a Two-Dimensional Hydraulic Model. Water 2018, 10, 272 .

AMA Style

Khalid Oubennaceur, Karem Chokmani, Miroslav Nastev, Marion Tanguy, Sébastien Raymond. Uncertainty Analysis of a Two-Dimensional Hydraulic Model. Water. 2018; 10 (3):272.

Chicago/Turabian Style

Khalid Oubennaceur; Karem Chokmani; Miroslav Nastev; Marion Tanguy; Sébastien Raymond. 2018. "Uncertainty Analysis of a Two-Dimensional Hydraulic Model." Water 10, no. 3: 272.

Journal article
Published: 09 January 2018 in Geosciences
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An integrated web application, referred to as ER2 for rapid risk evaluator, is under development for a user-friendly seismic risk assessment by the non-expert public safety community. The assessment of likely negative consequences is based on pre-populated databases of seismic, building inventory and vulnerability parameters. To further accelerate the computation for near real-time analyses, implicit building fragility curves were developed as functions of the magnitude and the intensity of the seismic shaking defined with a single intensity measure, input spectral acceleration at 1.0 s implicitly considering the epicentral distance and local soil conditions. Damage probabilities were compared with those obtained with the standard fragility functions explicitly considering epicentral distances and local site classes in addition to the earthquake magnitudes and respective intensity of the seismic shaking. Different seismic scenarios were considered first for 53 building classes common in Eastern Canada, and then a reduced number of 24 combined building classes was proposed. Comparison of results indicate that the damage predictions with implicit fragility functions for short (M ≤ 5.5) and medium strong motion duration (5.5 < M ≤ 7.5) show low variation with distance and soil class, with average error of less than 3.6%.

ACS Style

Marie-José Nollet; Ahmad Abo El Ezz; Oliver Surprenant; Alex Smirnoff; Miroslav Nastev. Earthquake Magnitude and Shaking Intensity Dependent Fragility Functions for Rapid Risk Assessment of Buildings. Geosciences 2018, 8, 16 .

AMA Style

Marie-José Nollet, Ahmad Abo El Ezz, Oliver Surprenant, Alex Smirnoff, Miroslav Nastev. Earthquake Magnitude and Shaking Intensity Dependent Fragility Functions for Rapid Risk Assessment of Buildings. Geosciences. 2018; 8 (1):16.

Chicago/Turabian Style

Marie-José Nollet; Ahmad Abo El Ezz; Oliver Surprenant; Alex Smirnoff; Miroslav Nastev. 2018. "Earthquake Magnitude and Shaking Intensity Dependent Fragility Functions for Rapid Risk Assessment of Buildings." Geosciences 8, no. 1: 16.

Journal article
Published: 01 September 2017 in Journal of Computing in Civil Engineering
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ACS Style

Violeta Mircevska; Miroslav Nastev; Viktor Hristovski; Sujan Malla; Mihail Garevski. Development and Validation of the HDI Matrix Method for Fluid–Dam Interaction. Journal of Computing in Civil Engineering 2017, 31, 04017035 .

AMA Style

Violeta Mircevska, Miroslav Nastev, Viktor Hristovski, Sujan Malla, Mihail Garevski. Development and Validation of the HDI Matrix Method for Fluid–Dam Interaction. Journal of Computing in Civil Engineering. 2017; 31 (5):04017035.

Chicago/Turabian Style

Violeta Mircevska; Miroslav Nastev; Viktor Hristovski; Sujan Malla; Mihail Garevski. 2017. "Development and Validation of the HDI Matrix Method for Fluid–Dam Interaction." Journal of Computing in Civil Engineering 31, no. 5: 04017035.

Journal article
Published: 01 July 2017 in Canadian Geotechnical Journal
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Seismic shaking can cause slope instability in otherwise relatively stable permafrost terrains. In addition, rapid ice melting in low-permeability fine-grained soils can lead to excess pore-water pressure build-up and cause instability in slopes even at small angles. This study addresses the active-layer detachment (ALD) slope instability hazard and develops a systematic risk assessment framework for existing and future linear infrastructures, such as energy pipelines, bridges, and roads traversing permafrost regions. Mild slopes, with average gradient of 7°, are considered in this study as the most representative of actual field conditions. The potential for earthquake-triggered ALD is analytically quantified. State-of-the-art ALD morphological statistics for northern Canada are combined with seismic slope stability analyses to determine (i) the probability of linear infrastructure exposure to permanent ground deformations (PGDs) caused by ALD and (ii) the extent of the potential PGD that the linear infrastructure may be subjected to. The Monte Carlo technique is applied to simulate and assess the sensitivity of the model to parameters such as earthquake magnitude and source-to-site distance. Findings from this study can be used to evaluate the vulnerability of linear infrastructures exposed to the ALD hazard.

ACS Style

Behrang Dadfar; M. Hesham El Naggar; Miroslav Nastev. Quantifying exposure of linear infrastructures to earthquake-triggered transverse landslides in permafrost thawing slopes. Canadian Geotechnical Journal 2017, 54, 1002 -1012.

AMA Style

Behrang Dadfar, M. Hesham El Naggar, Miroslav Nastev. Quantifying exposure of linear infrastructures to earthquake-triggered transverse landslides in permafrost thawing slopes. Canadian Geotechnical Journal. 2017; 54 (7):1002-1012.

Chicago/Turabian Style

Behrang Dadfar; M. Hesham El Naggar; Miroslav Nastev. 2017. "Quantifying exposure of linear infrastructures to earthquake-triggered transverse landslides in permafrost thawing slopes." Canadian Geotechnical Journal 54, no. 7: 1002-1012.

Journal article
Published: 07 June 2016 in ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences
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Conventional knowledge of the flood hazard alone (extent and frequency) is not sufficient for informed decision-making. The public safety community needs tools and guidance to adequately undertake flood hazard risk assessment in order to estimate respective damages and social and economic losses. While many complex computer models have been developed for flood risk assessment, they require highly trained personnel to prepare the necessary input (hazard, inventory of the built environment, and vulnerabilities) and analyze model outputs. As such, tools which utilize open-source software or are built within popular desktop software programs are appealing alternatives. The recently developed Rapid Risk Evaluation (ER2) application runs scenario based loss assessment analyses in a Microsoft Excel spreadsheet. User input is limited to a handful of intuitive drop-down menus utilized to describe the building type, age, occupancy and the expected water level. In anticipation of local depth damage curves and other needed vulnerability parameters, those from the U.S. FEMA’s Hazus-Flood software have been imported and temporarily accessed in conjunction with user input to display exposure and estimated economic losses related to the structure and the content of the building. Building types and occupancies representative of those most exposed to flooding in Fredericton (New Brunswick) were introduced and test flood scenarios were run. The algorithm was successfully validated against results from the Hazus-Flood model for the same building types and flood depths.

ACS Style

H. McGrath; E. Stefanakis; M. Nastev. RAPID RISK EVALUATION (ER2) USING MS EXCEL SPREADSHEET: A CASE STUDY OF FREDERICTON (NEW BRUNSWICK, CANADA). ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences 2016, III-8, 27 -34.

AMA Style

H. McGrath, E. Stefanakis, M. Nastev. RAPID RISK EVALUATION (ER2) USING MS EXCEL SPREADSHEET: A CASE STUDY OF FREDERICTON (NEW BRUNSWICK, CANADA). ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences. 2016; III-8 ():27-34.

Chicago/Turabian Style

H. McGrath; E. Stefanakis; M. Nastev. 2016. "RAPID RISK EVALUATION (ER2) USING MS EXCEL SPREADSHEET: A CASE STUDY OF FREDERICTON (NEW BRUNSWICK, CANADA)." ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences III-8, no. : 27-34.

Journal article
Published: 01 September 2015 in Computers and Geotechnics
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ACS Style

Behrang Dadfar; M. Hesham El Naggar; Miroslav Nastev. Ovalization of steel energy pipelines buried in saturated sands during ground deformations. Computers and Geotechnics 2015, 69, 105 -113.

AMA Style

Behrang Dadfar, M. Hesham El Naggar, Miroslav Nastev. Ovalization of steel energy pipelines buried in saturated sands during ground deformations. Computers and Geotechnics. 2015; 69 ():105-113.

Chicago/Turabian Style

Behrang Dadfar; M. Hesham El Naggar; Miroslav Nastev. 2015. "Ovalization of steel energy pipelines buried in saturated sands during ground deformations." Computers and Geotechnics 69, no. : 105-113.

Report
Published: 01 January 2015 in Mod&egrave;le hydrog&eacute;ologique 3D du bassin versant de la rivi&egrave;re Chaudi&egrave;re
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ACS Style

N Benoit; J W Molson; M Y Brun Koné; M Nastev. Modèle hydrogéologique 3D du bassin versant de la rivière Chaudière. Mod&egrave;le hydrog&eacute;ologique 3D du bassin versant de la rivi&egrave;re Chaudi&egrave;re 2015, 1 .

AMA Style

N Benoit, J W Molson, M Y Brun Koné, M Nastev. Modèle hydrogéologique 3D du bassin versant de la rivière Chaudière. Mod&egrave;le hydrog&eacute;ologique 3D du bassin versant de la rivi&egrave;re Chaudi&egrave;re. 2015; ():1.

Chicago/Turabian Style

N Benoit; J W Molson; M Y Brun Koné; M Nastev. 2015. "Modèle hydrogéologique 3D du bassin versant de la rivière Chaudière." Mod&egrave;le hydrog&eacute;ologique 3D du bassin versant de la rivi&egrave;re Chaudi&egrave;re , no. : 1.

Report
Published: 01 January 2014 in Hazus-MH 2.1 Canada user and technical manual: earthquake module
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ACS Style

M Ulmi; C L Wagner; M Wojtarowicz; J L Bancroft; N L Hastings; W Chow; J R Rivard; J Prieto; J M Journeay; L C Struik; M Nastev. Hazus-MH 2.1 Canada user and technical manual: earthquake module. Hazus-MH 2.1 Canada user and technical manual: earthquake module 2014, 1 .

AMA Style

M Ulmi, C L Wagner, M Wojtarowicz, J L Bancroft, N L Hastings, W Chow, J R Rivard, J Prieto, J M Journeay, L C Struik, M Nastev. Hazus-MH 2.1 Canada user and technical manual: earthquake module. Hazus-MH 2.1 Canada user and technical manual: earthquake module. 2014; ():1.

Chicago/Turabian Style

M Ulmi; C L Wagner; M Wojtarowicz; J L Bancroft; N L Hastings; W Chow; J R Rivard; J Prieto; J M Journeay; L C Struik; M Nastev. 2014. "Hazus-MH 2.1 Canada user and technical manual: earthquake module." Hazus-MH 2.1 Canada user and technical manual: earthquake module , no. : 1.

Report
Published: 01 January 2014 in Hazus-MH 2.1 Canada application, databases and manual: earthquake module
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ACS Style

W Chow; N L Hastings; J M Journeay; J Prieto; S Halchuk; R Arundel; C L Wagner; M Ulmi; M Wojtarowicz; J L Bancroft; J R Rivard; L C Struik; M Nastev. Hazus-MH 2.1 Canada application, databases and manual: earthquake module. Hazus-MH 2.1 Canada application, databases and manual: earthquake module 2014, 1 .

AMA Style

W Chow, N L Hastings, J M Journeay, J Prieto, S Halchuk, R Arundel, C L Wagner, M Ulmi, M Wojtarowicz, J L Bancroft, J R Rivard, L C Struik, M Nastev. Hazus-MH 2.1 Canada application, databases and manual: earthquake module. Hazus-MH 2.1 Canada application, databases and manual: earthquake module. 2014; ():1.

Chicago/Turabian Style

W Chow; N L Hastings; J M Journeay; J Prieto; S Halchuk; R Arundel; C L Wagner; M Ulmi; M Wojtarowicz; J L Bancroft; J R Rivard; L C Struik; M Nastev. 2014. "Hazus-MH 2.1 Canada application, databases and manual: earthquake module." Hazus-MH 2.1 Canada application, databases and manual: earthquake module , no. : 1.

Report
Published: 01 January 2014 in Methodology for rapid assessment of seismic damage to buildings in Canadian settings
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ACS Style

A Abo-El-Ezz; M J Nollet; M Nastev. Methodology for rapid assessment of seismic damage to buildings in Canadian settings. Methodology for rapid assessment of seismic damage to buildings in Canadian settings 2014, 1 .

AMA Style

A Abo-El-Ezz, M J Nollet, M Nastev. Methodology for rapid assessment of seismic damage to buildings in Canadian settings. Methodology for rapid assessment of seismic damage to buildings in Canadian settings. 2014; ():1.

Chicago/Turabian Style

A Abo-El-Ezz; M J Nollet; M Nastev. 2014. "Methodology for rapid assessment of seismic damage to buildings in Canadian settings." Methodology for rapid assessment of seismic damage to buildings in Canadian settings , no. : 1.

Report
Published: 01 January 2014 in An approach to regional assessments of groundwater resources
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ACS Style

M M Savard; R Martel; M Nastev; D R Sharpe; E Boisvert; M Parent. An approach to regional assessments of groundwater resources. An approach to regional assessments of groundwater resources 2014, 1 .

AMA Style

M M Savard, R Martel, M Nastev, D R Sharpe, E Boisvert, M Parent. An approach to regional assessments of groundwater resources. An approach to regional assessments of groundwater resources. 2014; ():1.

Chicago/Turabian Style

M M Savard; R Martel; M Nastev; D R Sharpe; E Boisvert; M Parent. 2014. "An approach to regional assessments of groundwater resources." An approach to regional assessments of groundwater resources , no. : 1.

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Published: 01 January 2014 in Atlas des eaux souterraines du bassin versant de la rivi&egrave;re Chaudi&egrave;re, secteurs de la Basse-Chaudi&egrave;re et de la Moyenne-Chaudi&egrave;re
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ACS Style

A Carrier; N Benoit; M Nastev; N Roy; E Beaudoin; P Giguère; P Bouffard. Atlas des eaux souterraines du bassin versant de la rivière Chaudière, secteurs de la Basse-Chaudière et de la Moyenne-Chaudière. Atlas des eaux souterraines du bassin versant de la rivi&egrave;re Chaudi&egrave;re, secteurs de la Basse-Chaudi&egrave;re et de la Moyenne-Chaudi&egrave;re 2014, 1 .

AMA Style

A Carrier, N Benoit, M Nastev, N Roy, E Beaudoin, P Giguère, P Bouffard. Atlas des eaux souterraines du bassin versant de la rivière Chaudière, secteurs de la Basse-Chaudière et de la Moyenne-Chaudière. Atlas des eaux souterraines du bassin versant de la rivi&egrave;re Chaudi&egrave;re, secteurs de la Basse-Chaudi&egrave;re et de la Moyenne-Chaudi&egrave;re. 2014; ():1.

Chicago/Turabian Style

A Carrier; N Benoit; M Nastev; N Roy; E Beaudoin; P Giguère; P Bouffard. 2014. "Atlas des eaux souterraines du bassin versant de la rivière Chaudière, secteurs de la Basse-Chaudière et de la Moyenne-Chaudière." Atlas des eaux souterraines du bassin versant de la rivi&egrave;re Chaudi&egrave;re, secteurs de la Basse-Chaudi&egrave;re et de la Moyenne-Chaudi&egrave;re , no. : 1.