Academic literature on the topic 'Damage mitigation'

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Journal articles on the topic "Damage mitigation"

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Kizha, Anil Raj, Evan Nahor, Noah Coogen, Libin T. Louis, and Alex K. George. "Residual Stand Damage under Different Harvesting Methods and Mitigation Strategies." Sustainability 13, no. 14 (July 8, 2021): 7641. http://dx.doi.org/10.3390/su13147641.

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A major component of sustainable forest management are the stands left behind after the logging operation. Large mechanized harvesting equipment involved in current forest management can inflict damage on residual trees; and can pose a risk of mortality from diseases, natural calamities, and/or degrade future economic value. The primary objective of this study was to evaluate the residual stand damage under different harvesting methods and silvicultural prescriptions i.e., crop tree release (CTR), diameter limit cut (DLC), and overstory removal (OSR). The second objective was to evaluate the intensity and frequency of damage occurring on the bole, canopy, and root at tree and stand level. The third objective was to document strategies adopted globally to minimize stand damage due to timber harvesting. Five harvest blocks implementing three silvicultural prescriptions, were selected as the treatments across two different industrial timberlands in central and northern Maine (Study Site (SS) I and II, respectively). A hybrid cut-to-length (Hyb CTL) and whole-tree (WT) harvesting method were employed for conducting the harvest in SS I and II, respectively. Systematic transect sampling was employed to collect information on type, frequency, and intensity of damages. The inventory captured 41 and 8 damaged trees per hectare with 62 and 22 damages per hectare from SS I and SS II respectively. Bole damage was the most frequent damage across all treatments. The Hyb CTL had lower damage density (damage per ha) and severity compared to WT. The average number of trees damaged per ha was higher for CTR prescriptions compared to DLC. There were no significant differences in the height of the damages from the ground level between treatments within each study site; however, there was a significant difference between the study sites. Species damaged was directly related to the residual trees left behind and was dominated by American beech, yellow birch, sugar maple, and eastern hemlock. Finally, the study provides strategies that can be adopted at different forest managerial phases to mitigate residual stand damage.
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Bentley, Mark, Alec Stephenson, Peter Toscas, and Zili Zhu. "A Multivariate Model to Quantify and Mitigate Cybersecurity Risk." Risks 8, no. 2 (June 4, 2020): 61. http://dx.doi.org/10.3390/risks8020061.

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The cost of cybersecurity incidents is large and growing. However, conventional methods for measuring loss and choosing mitigation strategies use simplifying assumptions and are often not supported by cyber attack data. In this paper, we present a multivariate model for different, dependent types of attack and the effect of mitigation strategies on those attacks. Utilising collected cyber attack data and assumptions on mitigation approaches, we look at an example of using the model to optimise the choice of mitigations. We find that the optimal choice of mitigations will depend on the goal—to prevent extreme damages or damage on average. Numerical experiments suggest the dependence aspect is important and can alter final risk estimates by as much as 30%. The methodology can be used to quantify the cost of cyber attacks and support decision making on the choice of optimal mitigation strategies.
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WANG, WEIWEI, and BRUCE A. McCARL. "TEMPORAL INVESTMENT IN CLIMATE CHANGE ADAPTATION AND MITIGATION." Climate Change Economics 04, no. 02 (May 2013): 1350009. http://dx.doi.org/10.1142/s2010007813500097.

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Increasingly there appears to be recognition of the need to simultaneously implement adaptation and mitigation. However, the optimal combination of adaptation and mitigation is an open question. The literature on this is rather small, and is inconsistent in conclusions. Here we explore the temporal optimal investment mix between adaptation and mitigation and their relative contributions to damage reduction. We do this using a conceptual framework that integrates mitigation and adaptation considering one time flow and persistent stock adaptation. We also consider unadaptable damages and investment competition. Results suggest that stock and flow adaptation are dominant damage reduction means in the first 120 years while mitigation dominates from thereon. We also find that the adaptation/mitigation mix changes markedly toward mitigation when climate change damages per unit atmospheric CO 2 concentration rises.
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Unanwa, Christian O., and James R. McDonald. "Building Wind Damage Prediction and Mitigation Using Damage Bands." Natural Hazards Review 1, no. 4 (November 2000): 197–203. http://dx.doi.org/10.1061/(asce)1527-6988(2000)1:4(197).

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Ying, Junyu, Yuhui Wang, Jinzhen Mu, and Xiaohui Zhang. "Damage-mitigating control of hypersonic flight vehicle based on prescribed performance." International Journal of Damage Mechanics 28, no. 5 (August 15, 2018): 794–811. http://dx.doi.org/10.1177/1056789518793492.

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The goal of damage-mitigating control is to enhance the service life of complex mechanical systems without any significant performance loss. A prescribed performance damage-mitigating controller is designed in this paper to mitigate the damage during longitudinal tracking control of a generic hypersonic flight vehicle. Based on the analysis of stress conditions of wing and construction of damage accumulation model, a hierarchical damage-mitigating controller is designed using prescribed performance which ensures the robustness of performance even after damage-mitigation. Simulation results are presented to show that after damage information feedback, the dynamic performance of the flight is maintained and the damage accumulation is vastly reduced.
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Stratton-Powell, Ashley A., Ian A. Anderson, Jake Timothy, Nikil Kapur, and Peter Culmer. "Neurosurgical patties: adhesion and damage mitigation." Journal of Neurosurgery 123, no. 1 (July 2015): 153–60. http://dx.doi.org/10.3171/2014.12.jns14917.

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OBJECT Neurosurgical patties are textile pads used during most neurosurgical operations to protect tissues, manage the fluid environment, control hemostasis, and aid tissue manipulation. Recent research has suggested that, contrary to their aim, patties adhere to brain tissue and cause damage during removal. This study aimed to characterize and quantify the degree of and consequences resulting from adhesion between neurosurgical patties and brain tissue. METHODS Using a customized peel apparatus, the authors performed 90° peel tests on 5 patty products: Policot, Telfa, Americot, Delicot, and Ray-Cot (n = 247) from American Surgical Company. They tested 4 conditions: wet patty on glass (control), wet patty on wet brain peeled at 5 mm/sec (wet), dry patty on wet brain peeled at 5 mm/sec (dry), and wet patty on wet brain peeled at 20 mm/sec (speed). The interaction between patty and tissue was analyzed using peel-force traces and pre-peel histological analysis. RESULTS Adhesion strength differed between patty products (p < 0.001) and conditions (p < 0.001). Adhesion strength was greatest for Delicot patties under wet (2.22 mN/mm) and dry (9.88 mN/mm) conditions. For all patties, damage at the patty-tissue interface was proportional to the degree of fiber contact. When patties were irrigated, mechanical adhesion was reduced by up to 550% compared with dry usage. CONCLUSIONS For all patty products, mechanical (destructive) and liquid-mediated (nondestructive) adhesion caused damage to neural tissue. The greatest adhesion occurred with Delicot patties. To mitigate patty adhesion and neural tissue damage, surgeons should consider regular irrigation to be essential during neurosurgical procedures.
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Ashokkumar, Chimpalthradi R. "Vibration control for structural damage mitigation." Journal of Vibration and Control 21, no. 15 (January 28, 2014): 2995–3006. http://dx.doi.org/10.1177/1077546313519283.

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Liu, Henry, Earl J. Turner, and Phillip L. Gould. "Strategies for Wind Damage Mitigation—Summary." Journal of Aerospace Engineering 2, no. 4 (October 1989): 176–85. http://dx.doi.org/10.1061/(asce)0893-1321(1989)2:4(176).

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Le Pautremat, Solène. "Mitigation of Damage: A French Perspective." International and Comparative Law Quarterly 55, no. 1 (January 2006): 205–18. http://dx.doi.org/10.1093/iclq/lei072.

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‘Nothing ventured, everything gained!’ is an apt summary of the position recently adopted by the French Cour de Cassation towards the subject of mitigation of loss. In two seminal judgments of 19 June 2003,1 the French supreme court2 explicitly rejected the introduction of a general principle of mitigation in the French law of tort, thereby departing from the solutions reached in England and other neighbouring legal systems.
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Heidari, A. "Structural master plan of flood mitigation measures." Natural Hazards and Earth System Sciences 9, no. 1 (January 20, 2009): 61–75. http://dx.doi.org/10.5194/nhess-9-61-2009.

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Abstract. Flood protection is one of the practical methods in damage reduction. Although it not possible to be completely protected from flood disaster but major part of damages can be reduced by mitigation plans. In this paper, the optimum flood mitigation master plan is determined by economic evaluation in trading off between the construction costs and expected value of damage reduction as the benefits. Size of the certain mitigation alternative is also be obtained by risk analysis by accepting possibility of flood overtopping. Different flood mitigation alternatives are investigated from various aspects in the Dez and Karun river floodplain areas as a case study in south west of IRAN. The results show that detention dam and flood diversion are the best alternatives of flood mitigation methods as well as enforcing the flood control purpose of upstream multipurpose reservoirs. Dyke and levees are not mostly justifiable because of negative impact on down stream by enhancing routed flood peak discharge magnitude and flood damages as well.
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Dissertations / Theses on the topic "Damage mitigation"

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Tasligedik, Ali Sahin. "Damage mitigation strategies for non-structural infill walls." Thesis, University of Canterbury. Civil and Natural Resources Engineering Department, 2014. http://hdl.handle.net/10092/9462.

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In most design codes, infill walls are considered as non-structural elements and thus are typically neglected in the design process. The observations made after major earthquakes (Duzce 1999, L’Aquila 2009, Christchurch 2011) have shown that even though infill walls are considered to be non-structural elements, they interact with the structural system during seismic actions. In the case of heavy infill walls (i.e. clay brick infill walls), the whole behaviour of the structure may be affected by this interaction (i.e. local or global structural failures such as soft storey mechanism). In the case of light infill walls (i.e. non-structural drywalls), this may cause significant economical losses. To consider the interaction of the structural system with the ‘non-structural ’infill walls at design stage may not be a practical approach due to the complexity of the infill wall behaviour. Therefore, the purpose of the reported research is to develop innovative technological solutions and design recommendations for low damage non-structural wall systems for seismic actions by making use of alternative approaches. Light (steel/timber framed drywalls) and heavy (unreinforced clay brick) non-structural infill wall systems were studied by following an experimental/numerical research programme. Quasi-static reverse cyclic tests were carried out by utilizing a specially designed full scale reinforced concrete frame, which can be used as a re-usable bare frame. In this frame, two RC beams and two RC columns were connected by two un-bonded post tensioning bars, emulating a jointed ductile frame system (PRESSS technology). Due to the rocking behaviour at the beam-column joint interfaces, this frame was typically a low damage structural solution, with the post-tensioning guaranteeing a linear elastic behaviour. Therefore, this frame could be repeatedly used in all of the tests carried out by changing only the infill walls within this frame. Due to the linear elastic behaviour of this structural bare frame, it was possible to extract the exact behaviour of the infill walls from the global results. In other words, the only parameter that affected the global results was given by the infill walls. For the test specimens, the existing practice of construction (as built) for both light and heavy non-structural walls was implemented. In the light of the observations taken during these tests, modified low damage construction practices were proposed and tested. In total, seven tests were carried out: 1) Bare frame , in order to confirm its linear elastic behaviour. 2) As built steel framed drywall specimen FIF1-STFD (Light) 3) As built timber framed drywall specimen FIF2-TBFD (Light) 4) As built unreinforced clay brick infill wall specimen FIF3-UCBI (Heavy) 5) Low damage steel framed drywall specimen MIF1-STFD (Light) 6) Low damage timber framed drywall specimen MIF2-TBFD (Light) 7) Low damage unreinforced clay brick infill wall specimen MIF5-UCBI (Heavy) The tests of the as built practices showed that both drywalls and unreinforced clay brick infill walls have a low serviceability inter-storey drift limit (0.2-0.3%). Based on the observations, simple modifications and details were proposed for the low damage specimens. The details proved to be working effectively in lowering the damage and increasing the serviceability drift limits. For drywalls, the proposed low damage solutions do not introduce additional cost, material or labour and they are easily applicable in real buildings. For unreinforced clay brick infill walls, a light steel sub-frame system was suggested that divides the infill panel zone into smaller individual panels, which requires additional labour and some cost. However, both systems can be engineered for seismic actions and their behaviour can be controlled by implementing the proposed details. The performance of the developed details were also confirmed by the numerical case study analyses carried out using Ruaumoko 2D on a reinforced concrete building model designed according to the NZ codes/standards. The results have confirmed that the implementation of the proposed low damage solutions is expected to significantly reduce the non-structural infill wall damage throughout a building.
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Wolfson, Janet Crumrine. "Blast damage mitigation of steel structures from near-contact charges." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2008. http://wwwlib.umi.com/cr/ucsd/fullcit?p3307114.

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Thesis (Ph. D.)--University of California, San Diego, 2008.
Title from first page of PDF file (viewed July 30, 2008). Available via ProQuest Digital Dissertations. Vita. Includes bibliographical references.
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Brown, Scott William. "Characterization and mitigation of radiation damage on the Gaia Astrometric Field." Thesis, University of Cambridge, 2011. https://www.repository.cam.ac.uk/handle/1810/238290.

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In November 2012, the European Space Agency (ESA) is planning to launch Gaia, a mission designed to measure with microarcsecond accuracy the astrometric properties of over a billion stars. Microarcsecond astrometry requires extremely accurate positional measurements of individual stellar transits on the focal plane, which can be disrupted by radiation-induced Charge Transfer Inefficiency (CTI). Gaia will suffer radiation damage, impacting on the science performance, which has led to a series of Radiation Campaigns (RCs) being carried out by industry to investigate these issues. The goal of this thesis is to rigorously assess these campaigns and facilitate how to deal with CTI in the data processing. We begin in Chapter 1 by giving an overview of astrometry and photometry, introducing the concept of stellar parallax, and establishing why observing from space is paramount for performing global, absolute astrometry. As demonstrated by Hipparcos, the concept is sound. After reviewing the Gaia payload and discussing how astrometric and photometric parameters are determined in practice, we introduce the issue of radiation-induced CTI and how it may be dealt with. The on board mitigating strategies are investigated in detail in Chapter 2. Here we analyse the effects of radiation damage as a function of magnitude with and without a diffuse optical background, charge injection and the use of gates, and also discover a number of calibration issues. Some of these issues are expected to be removed during flight testing, others will have to be dealt with as part of the data processing, e.g. CCD stitches and the charge injection tail. In Chapter 3 we turn to look at the physical properties of a Gaia CCD. Using data from RC2 we probe the density of traps (i.e. damaged sites) in each pixel and, for the first time, measure the Full Well Capacity of the Supplementary Buried Channel, a part of every Gaia pixel that constrains the passage of faint signals away from the bulk of traps throughout the rest of the pixel. The Data Processing and Analysis Consortium (DPAC) is currently adopting a 'forward modelling' approach to calibrate radiation damage in the data processing. This incorporates a Charge Distortion Model (CDM), which is investigated in Chapter 4. We find that although the CDM performs well there are a number of degeneracies in the model parameters, which may be probed further by better experimental data and a more realistic model. Another way of assessing the performance of a CDM is explored in Chapter 5. Using a Monte Carlo approach we test how well the CDM can extract accurate image parameters. It is found that the CDM must be highly robust to achieve a moderate degree of accuracyand that the fitting is limited by assigning finite window sizes to the image shapes. Finally, in Chapter 6 we summarise our findings on the campaign analyses, the on-board mitigating strategies and on how well we are currently able to handle radiation damage in the data processing.
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Brauning, Kevin Andrew. "Mitigation of machining damage on delamination of fiber reinforced composite tensile coupons." Thesis, Wichita State University, 2013. http://hdl.handle.net/10057/6805.

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The accurate development of material allowables is a fundamental aspect of any successful engineering design. Successful testing and development of material properties will lead to accurate analysis of a structure, and predictable behavior of the end design. However, in some cases (especially for laminated composite materials) the overall behavior of a structure cannot be predicted by small scale testing. One of the leading causes of this is that edge effects have a larger influence on small specimens, leading to under-prediction of overall material behavior. An experimental study was conducted to investigate the influence of machining induced surface damage, and the viability of multiple techniques to mitigate that damage in order to produce coupon specimen results that are more representative of the behavior of a bulk laminate. Coupon extraction was conducted utilizing a rotary diamond saw. Two edge treatments were tested (application of a commercially available cyano-acrolate adhesive, and a commercially available epoxy resin). A pair of laminates was tested; each was designed to be susceptible to delamination at a known position. Tensile testing showed that application of a cyano-acrolate edge treatment improves the performance of narrow 30 degree specimens by a margin of 11%. A statistically significant difference was not observed in 45 degree laminates, epoxy coated specimens, or wide specimens. There was a statistically significant performance difference between narrow and wide specimens, including edge treated specimens. A 6% performance gap remained between narrow cyanoacrolate coated specimens, when compared against wide specimens. This indicates that edge stresses are only partially mitigated by the edge treatment applied to the coupon.
Thesis (M.S.)--Wichita State University, College of Engineering, Dept. of Mechanical Engineering
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Kiel, David H. "Active damage control using artificial intelligence : initial studies into identification and mitigation /." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07292009-090316/.

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Burgelin, John Patrick. "EFFECTS OF FIBERGLASS ON RESIDUAL STRENGTH AND DAMAGE MITIGATION IN UNIDIRECTIONAL CARBON FIBER LAMINATE COMPOSITES." Available to subscribers only, 2009. http://proquest.umi.com/pqdweb?did=1796420481&sid=11&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Huang, Jin [Verfasser], Ehrenfried [Akademischer Betreuer] Zschech, Christian [Gutachter] Boit, and Wolfhard [Gutachter] Möller. "Advanced Focused Ion Beam: Preparation Optimization and Damage Mitigation / Jin Huang ; Gutachter: Christian Boit, Wolfhard Möller ; Betreuer: Ehrenfried Zschech." Dresden : Technische Universität Dresden, 2019. http://d-nb.info/1226899218/34.

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Canino-Vazquez, Iván R. "Aerodynamic Load Characteristics Evaluation and Tri-Axial Performance Testing on Fiber Reinforced Polymer Connections and Metal Fasteners to Promote Hurricane Damage Mitigation." FIU Digital Commons, 2009. http://digitalcommons.fiu.edu/etd/128.

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Damages during extreme wind events highlight the weaknesses of mechanical fasteners at the roof-to-wall connections in residential timber frame buildings. The allowable capacity of the metal fasteners is based on results of unidirectional component testing that do not simulate realistic tri-axial aerodynamic loading effects. The first objective of this research was to simulate hurricane effects and study hurricane-structure interaction at full-scale, facilitating better understanding of the combined impacts of wind, rain, and debris on inter-component connections at spatial and temporal scales. The second objective was to evaluate the performance of a non-intrusive roof-to-wall connection system using fiber reinforced polymer (FRP) materials and compare its load capacity to the capacity of an existing metal fastener under simulated aerodynamic loads. The Wall of Wind (WoW) testing performed using FRP connections on a one-story gable-roof timber structure instrumented with a variety of sensors, was used to create a database on aerodynamic and aero-hydrodynamic loading on roof-to-wall connections tested under several parameters: angles of attack, wind-turbulence content, internal pressure conditions, with and without effects of rain. Based on the aerodynamic loading results obtained from WoW tests, sets of three force components (tri-axial mean loads) were combined into a series of resultant mean forces, which were used to test the FRP and metal connections in the structures laboratory up to failure. A new component testing system and test protocol were developed for testing fasteners under simulated tri-axial loading as opposed to uni-axial loading. The tri-axial and uni-axial test results were compared for hurricane clips. Also, comparison was made between tri-axial load capacity of FRP and metal connections. The research findings demonstrate that the FRP connection is a viable option for use in timber roof-to-wall connection system. Findings also confirm that current testing methods of mechanical fasteners tend to overestimate the actual load capacities of a connector. Additionally, the research also contributes to the development a new testing protocol for fasteners using tri-axial simultaneous loads based on the aerodynamic database obtained from the WoW testing.
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Cho, Seong Yun. "Environmental Justice in Natural Disaster Mitigation Policy and Planning: a Case Study of Flood Risk Management in Johnson Creek, Portland, Oregon." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4502.

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This study aims to explore the possibility of environmental justice as social consensus and an institutional framework to reduce socioeconomic differences in natural disaster vulnerability through a case study of flood risk management in Johnson Creek, Portland, Oregon. First, by analyzing institutions, policies, and currently ongoing flood mitigation projects, this study investigates how federal and local governments are addressing and responding to current flood problems. Second, through flood expert surveys and GIS spatial analysis, this study examines various factors that contribute to communities' susceptibility to flood risks, and whether there exist spatial differences between physically and socioeconomically vulnerable communities within the Johnson Creek area. Lastly, this study conducted comparative analysis of perceptions using Q-methodology to explore the diverse range of meanings and understandings that flood experts and urban practitioners construct in relation to the dilemmas of environmental justice in flood mitigation practice. The findings of this study indicate that institutional blind spots and barriers in natural disaster mitigation policy and planning can be generated by flood experts' and urban practitioners' different understandings of vulnerability, different interpretations of human rights, and different perspectives on the extent of institutional responsibility to assist socioeconomically vulnerable populations.
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Garcia, Batista Lima Gabriela. "La compensation en droit de l'environnement : un essai de typologie." Thesis, Aix-Marseille, 2014. http://www.theses.fr/2014AIXM1023.

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Le présent essai de typologie a pour objectif une systématisation de l'usage de la compensation en tant qu'instrument du droit de l'environnement. La compensation revêt en effet des formes multiples : compensation indemnitaire, compensation réglementaire, les marchés de compensation et les paiements pour services environnementaux. Chacune de ces formes revêt des fonctions différentes, dont celles d'indemniser, de réparer, de compenser, de rationaliser, d'inciter et de gratifier. L'organisation de ces différents types représente une sophistication de l'usage de la compensation, dans une volonté de l'adapter à la protection de l'environnement, par le biais des principes et règles d'additionnalité, équité et proportionnalité. La thèse témoigne également d'une recherche croissante d'efficacité de la norme environnementale, à partir de l'utilisation complémentaire des outils de marché, en complément des outils juridiques classiques. À cet égard, les compensations indemnitaires et réglementaires relèvent d'une approche classique du droit, tandis que les marchés de compensation et les paiements pour services environnementaux ressortent d'une approche novatrice, intégrant une protection écosystémique de la nature dans la norme environnementale. Cependant, plusieurs limites à l'efficacité juridique de cet instrument sont identifiées. La compensation, sous ses différentes formes, se présente comme un outil de gestion pour équilibrer les gains et les pertes en matière économique, environnementale et sociale autour d'un enjeu environnemental
This typology aims to systematize the use of compensation as a tool of environmental law . The compensation takes effect in multiple forms: damages compensation, regulatory compensation, compensation's markets and payments for environmental services. Each of these forms has different functions, including those to compensate, repair, to encourage and to reward. The organization of these types is quite unique as a sophisticate use of compensatory logic, adapting to the environmental, through the principles and rules on the no net loss principle, fairness and proportionality of the compensation measure in relation to what it compensate. It is also shown how the environmental standard has been improved with regard to the legal effectiveness of environmental law, from the complementary use of market tools, together with the more traditional legal tools. In this regard, compensation for environmental damages, and regulatory compensation are seen in a classical approach, while compensation's market and payments for environmental services belong to an innovative approach that integrates ecosystem conservation in the environmental standard. However, several limitations to the legal effectiveness of this instrument are identified. Compensation, in its various forms, is as a management tool to balance the gains and losses in economic, environmental and social around an environmental issue
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Books on the topic "Damage mitigation"

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Tsunami: From fundamentals to damage mitigation. Southampton: WIT Press, 2013.

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India. Meteorological Department. Damage potential of tropical cyclones. Pune: Issued by the Office of Additional Director General of Meteorology (Research), 2002.

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Reservoir formation damage: Fundamentals, modeling, assessment, and mitigation. 2nd ed. Amsterdam: Gulf Professional Pub., 2007.

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Reservoir formation damage: Fundamentals, modeling, assessment, and mitigation. Houston, TX: Gulf Pub. Co., 2000.

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Center, Asian Disaster Preparedness, and Asian Disaster Preparedness Center. Mekong Flood Management and Mitigation Programme: MRC programme appraisal. Phnom Penh, Kingdom of Cambodia: MRC-GTZ Cooperation Programme, Flood Management and Mitigation Programme, Emergency Management and Land Management Components, 2003.

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United States. Federal Emergency Management Agency. Hazard mitigation field book: Roadways. Washington, D.C.]: U.S. Dept. of Homeland Security, FEMA, 2010.

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Illinois. Office of Water Resources. Report on City of Lawrenceville: Flood Hazard Mitigation Project. [Springfield, Ill.]: Illinois Dept. of Natural Resources, Office of Water Resources, 2003.

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Illinois. Office of Water Resources. Report on Village of Divernon: Flood Hazard Mitigation Project. [Springfield, Ill.]: Illinois Dept. of Natural Resources, Office of Water Resources, 2003.

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III, United States Federal Emergency Management Agency Region. Protecting your home from flood damage: Mitigation ideas for reducing flood loss. [Jessup, MD?]: U.S. Dept. of Homeland Security, Federal Emergency Management Agency, Region III, 2003.

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Physical damage and human loss: The economic impact of earthquake mitigation measures. New York: Insurance Information Institute Press, 1992.

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Book chapters on the topic "Damage mitigation"

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McDonald, James R. "Damage mitigation and occupant safety." In Geophysical Monograph Series, 523–28. Washington, D. C.: American Geophysical Union, 1993. http://dx.doi.org/10.1029/gm079p0523.

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Towhata, Ikuo. "Mitigation of Liquefaction-Induced Damage." In Springer Series in Geomechanics and Geoengineering, 588–642. Berlin, Heidelberg: Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-35783-4_26.

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Ashena, Rahman, and Gerhard Thonhauser. "Mechanical Core Damage Investigation and Mitigation." In Coring Methods and Systems, 123–33. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77733-7_8.

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Sumudu, Atapattu, and Schapper Andrea. "Mitigation, adaptation, and loss and damage." In Human Rights and the Environment, 267–84. Abingdon, Oxon; New York, NY: Routledge, 2019. | Series: Key issues in environment and sustainability: Routledge, 2019. http://dx.doi.org/10.4324/9781315193397-12.

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Hiremath, S. R., Deepak Alapur, and D. Roy Mahapatra. "Stress Triaxiality in Damage Models." In Blast Mitigation Strategies in Marine Composite and Sandwich Structures, 247–64. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-7170-6_13.

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Mathew, Linta M., and Sonia Akter. "Loss and Damage Associated with Climate Change Impacts." In Handbook of Climate Change Mitigation and Adaptation, 1–23. New York, NY: Springer New York, 2015. http://dx.doi.org/10.1007/978-1-4614-6431-0_55-1.

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Mathew, Linta M., and Sonia Akter. "Loss and Damage Associated with Climate Change Impacts." In Handbook of Climate Change Mitigation and Adaptation, 17–45. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14409-2_55.

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Gonzalo, Jesús, Gonzalo Martín-de-Mercado, and Fernando Valcarce. "Space Technology for Disaster Monitoring, Mitigation and Damage Assessment." In Space Technologies for the Benefit of Human Society and Earth, 305–30. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-1-4020-9573-3_13.

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Dahl, Thomas A., Philip E. Hartman, and W. Robert Midden. "Mitigation of Singlet Oxygen (1ΔgO2) Damage in Biological Systems." In Anticarcinogenesis and Radiation Protection, 109–13. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4615-6462-1_17.

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Zhan, J. W., H. Xia, and J. B. Yao. "Damage evaluation of bridge foundations considering subsoil properties." In Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005), 271–77. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003209379-41.

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Conference papers on the topic "Damage mitigation"

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Bude, J., P. E. Miller, N. Shen, T. Suratwala, T. Laurence, W. Steele, S. Baxamusa, et al. "Silica laser damage mechanisms, precursors and their mitigation." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2014. http://dx.doi.org/10.1117/12.2070017.

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Jones, Ed. "Water Damage Mitigation Drying Technology." In 10th Annual Conference of the International Institute for Infrastructure Renewal and Reconstruction. Purdue University Press, 2014. http://dx.doi.org/10.5703/1288284315347.

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Rubenchik, Alexander M., and Michael D. Feit. "Initiation, growth, and mitigation of UV-laser-induced damage in fused silica." In Boulder Damage, edited by Gregory J. Exarhos, Arthur H. Guenther, Keith L. Lewis, M. J. Soileau, and Christopher J. Stolz. SPIE, 2002. http://dx.doi.org/10.1117/12.461680.

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Ma, Jing, Fan Zhang, and Guy Desjardins. "Risk-Based Mitigation of Mechanical Damage." In 2016 11th International Pipeline Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/ipc2016-64040.

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According to the PHMSA data on reportable incidents, for the 20 years ranging from 1995 to 2014, excavation damage accounted for 16.4% of the incidents on 301,732 miles of gas transmission pipelines and 15.6% of the incidents on 199,210 miles of hazardous liquid pipelines. On the whole, excavation damage is a major cause of incidents, ranking third following incidents caused by material/weld/equipment failure and corrosion. For the purposes of this study, mechanical damage is separated into two categories, i.e. immediate failures and delayed failures. An immediate failure is one which occurs at the instant the damage is done to the pipeline. A puncture, for example, is an immediate failure. Delayed failures involve damage that is not sufficient to cause a leak or a rupture at the time it is inflicted. On average, 14.6% of the mechanical damage incidents in gas transmission pipelines and 13.3% of the mechanical damage incidents in hazardous liquid pipelines can be classified as delayed failures. The immediate failures are generally minimized through the preventative measure and design efforts. For instance, it is shown herein that the puncture probability can be calculated through the comparison between the likelihood of any given external load being imposed and inherent pipe resistance. While preventative measures serve to reduce the occurrences of delayed failures as well as the occurrences of immediate failures, delayed failures are largely mitigated through in-line inspection and timely remediation actions. The fact that the assessment methods for mechanical damage are generally not as robust as those for cracks and corrosion tends to limit the reliability of deterministic calculations of response times. Therefore, in the study described herein, risk-based approaches to minimizing delayed failures were developed. Three different approaches to deciding which dents need to be excavated after an ILI were pursued. One involves the use of reportable incident rates based on the PHMSA statistics in conjunction with the number of ILI dent indications per mile to get a probability of failure. The second consists of a decision-making process based on the ILI-reported dent depths and the dent fatigue life probability-of-exceedance function. The third relates to a decision-making process based on successive excavations of dents located by ILI, in which the Bayesian method is applied to compare predicted versus actual severity and thereby determine the probability of failure associated with stopping after a specific number of excavations.
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Brusasco, Raymond M., Bernie Penetrante, Jim A. Butler, and Lawrence W. Hrubesh. "Localized CO 2 -laser treatment for mitigation of 351-nm damage growth in fused silica." In Boulder Damage, edited by Gregory J. Exarhos, Arthur H. Guenther, Keith L. Lewis, M. J. Soileau, and Christopher J. Stolz. SPIE, 2002. http://dx.doi.org/10.1117/12.461711.

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Folta, James, Mike Nostrand, John Honig, Nan Wong, Frank Ravizza, Paul Geraghty, Mike Taranowski, et al. "Mitigation of laser damage on National Ignition Facility optics in volume production." In SPIE Laser Damage, edited by Gregory J. Exarhos, Vitaly E. Gruzdev, Joseph A. Menapace, Detlev Ristau, and MJ Soileau. SPIE, 2013. http://dx.doi.org/10.1117/12.2030475.

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MAYRHOFER, C. "DAMAGE MITIGATION OF BUILDINGS AGAINST BLAST LOADING." In International Seminar on Nuclear War and Planetary Emergencies 34th Session. WORLD SCIENTIFIC, 2006. http://dx.doi.org/10.1142/9789812773890_0055.

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Munteanu, Ruben Iacob, Iulia Stamatescu, Vasile Calofir, George Bogdan Nica, and Sergiu Stelian Iliescu. "Structural damage mitigation using a fuzzy controller." In 2021 23rd International Conference on Control Systems and Computer Science (CSCS). IEEE, 2021. http://dx.doi.org/10.1109/cscs52396.2021.00071.

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El-Monier, Elham Abdallah, and Hisham A. Nasr-El-Din. "Mitigation of Fines Migration Using a New Clay Stabilizer: A Mechanistic Study." In SPE European Formation Damage Conference. Society of Petroleum Engineers, 2011. http://dx.doi.org/10.2118/144180-ms.

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Lakatos, Istvan Janos, Julianna Lakatos-Szabo, Gabriella Szentes, and Marianna Vadaszi. "Mitigation of Formation Damage Caused by Macromolecular Materials Using Liquid Polymers." In SPE European Formation Damage Conference & Exhibition. Society of Petroleum Engineers, 2013. http://dx.doi.org/10.2118/165176-ms.

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Reports on the topic "Damage mitigation"

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Kozlowski, M., S. Demos, Z.-L. Wu, J. Wong, B. Penetrante, and L. Hrubesh. 3(omega) Damage: Growth Mitigation. Office of Scientific and Technical Information (OSTI), February 2001. http://dx.doi.org/10.2172/15013546.

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Islam, Abu S., and Kevin Craig. Damage Detection and Mitigation of Composite Structures using Smart Materials. Fort Belvoir, VA: Defense Technical Information Center, January 1993. http://dx.doi.org/10.21236/ada261121.

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Bude, J., N. Shen, P. Miller, T. Laurence, S. Baxamusa, W. Steele, L. Wong, T. Suratwala, and M. Feit. High Fluence, Multi-pulse Laser Surface Damage: absorbers, mechanisms and mitigation. Office of Scientific and Technical Information (OSTI), November 2014. http://dx.doi.org/10.2172/1179106.

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Peters, Kara J., and Mohammed A. Zikry. Intelligent Multi-scale Sensors for Damage Identification and Mitigation in Woven Composites for Aerospace Structural Applications. Fort Belvoir, VA: Defense Technical Information Center, August 2012. http://dx.doi.org/10.21236/ada579751.

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Draggoo, V. FY08 LDRD Final Report: Fundamental physical mechanisms of mitigation approaches to laser-induced damage on ultraviolet optics. Office of Scientific and Technical Information (OSTI), March 2010. http://dx.doi.org/10.2172/1129971.

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Prevey, Paul S., N. Jayaraman, and Ravi Ravindranath. Mitigation of FOD and Corrosion Fatigue Damage in 17-4 PH Stainless Steel Compressor Blades With Surface Treatment. Fort Belvoir, VA: Defense Technical Information Center, March 2004. http://dx.doi.org/10.21236/ada444576.

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Hassanein, Ahmed. Integrated Prediction and Mitigation Methods of Materials Damage and Lifetime Assessment during Plasma Operation and Various Instabilities in Fusion Devices. Office of Scientific and Technical Information (OSTI), March 2015. http://dx.doi.org/10.2172/1226007.

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Tobin, Daniel, Maria Janowiak, David Hollinger, Howard Skinner, Christopher Swanston, Rachel Steele, Rama Radhakrishna, and Allison Chatrchyan. Northeast and Northern Forests Regional Climate Hub Assessment of Climate Change Vulnerability and Adaptation and Mitigation Strategies. USDA Northeast Climate Hub, June 2015. http://dx.doi.org/10.32747/2015.6965350.ch.

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The northeastern United States is a diverse region containing the seven most densely populated States in the Nation. Agriculture in the Northeast is varied, including vegetable production, ornamentals and fruits, animal production, and field crops. Forests are a dominant land use in the northern parts of the region and in the Appalachian Mountains. Northeast farmers are already experiencing crop damage from extreme precipitation. Wet springs are delaying planting and harvest dates and reducing yields for grain and vegetables. Heavy rain in the Northeast has increased more than any other region in the country.
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M. Shirmohamadi, S. Bratt, and J. Ridgely. Predicting and Mitigating Corrosion Related Damage in Geothermal Facilities, Phase-I. Office of Scientific and Technical Information (OSTI), August 2000. http://dx.doi.org/10.2172/769198.

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Barquet, Karina, Elin Leander, Jonathan Green, Heidi Tuhkanen, Vincent Omondi Odongo, Michael Boyland, Elizabeth Katja Fiertz, Maria Escobar, Mónica Trujillo, and Philip Osano. Spotlight on social equity, finance and scale: Promises and pitfalls of nature-based solutions. Stockholm Environment Institute, June 2021. http://dx.doi.org/10.51414/sei2021.011.

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Human activity has modified and deteriorated natural ecosystems in ways that reduce resilience and exacerbate environmental and climate problems. Physical measures to protect, manage and restore these ecosystems that also address societal challenges in sustainable ways and bring biodiversity benefits are sometimes referred to as “nature-based solutions” (NBS). For example, reducing deforestation and restoring forests is a major opportunity for climate mitigation, while protecting or restoring coastal habitats can mitigate damage to coastal areas from natural hazard events, in addition to potentially providing co-benefits related to livelihood, recreation, and biodiversity. There is now an impetus to shift towards greater deployment of nature-based solutions. Not only do they offer an alternative to conventional fossil fuel-based or hard infrastructure solutions but, if implemented correctly, they also hold great promise for achieving multiple goals, benefits and synergies. These include climate mitigation and resilience; nature and biodiversity protection; and economic and social gains. 2020 saw an explosion in publications about NBS, which have contributed to filling many of the knowledge gaps that existed around their effectiveness and factors for their success. These publications have also highlighted the knowledge gaps that remain and have revealed a lack of critical reflection on the social and economic sustainability aspects of NBS. Building on these gaps, we decided to launch this mini-series of four briefs to provoke a more nuanced discussion that highlights not only the potential benefits, but also the potential risks and trade-offs of NBS. The purpose is not to downplay the importance of NBS for biodiversity, ecosystems, and coastal mitigation and adaptation, but to ensure that we establish a dialogue about ways to overcome these challenges while leaving no one behind.
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