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Journal articles on the topic 'Stabilisation'

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Published: 4 June 2021

Last updated: 31 July 2024

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1

Nambu, Takao. "Output stabilisation for a class of linear parabolic differential equations." Proceedings of the Royal Society of Edinburgh: Section A Mathematics 110, no. 1-2 (1988): 125–33. http://dx.doi.org/10.1017/s0308210500024914.

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SynopsisWe study the output stabilisation for a class of linear parabolic differential equations in a Hilbert space by means of feedback controls. The output is given as a finite number of linear functionals. Stabilisationof the state, of course, implies stabilisation of the output. In the present paper, however, we give a sufficient condition (an algebraic condition on the above functionals) for the output stabilisation, which is weakerin some sense than that for the state stabilisation.

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2

Tebbutt, J. E., A. H. Bhanji, R. M. Graham, and H. Nasry. "Stabilisation." British Dental Journal 230, no. 10 (May 2021): 626. http://dx.doi.org/10.1038/s41415-021-3102-0.

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3

Orgonikova, Ivona, Josep Brocal, Giunio Bruto Cherubini, and Viktor Palus. "Vertebral fractures and luxations in dogs and cats part 2: treatment and surgery options." Companion Animal 26, no. 3 (March 2, 2021): 15–19. http://dx.doi.org/10.12968/coan.2020.0027b.

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Assessing the presence of vertebral column instability is essential in animals with vertebral fractures or luxations. Spinal instability is most commonly assessed using a three-compartment model and unstable vertebral fractures and luxations require surgical stabilisation. In cases of compression of the spinal cord (by haematoma, traumatic intervertebral disc extrusion or bone fragment), decompression surgery is necessary. Prompt surgery prevents additional spinal cord damage, but the overall condition of the patient, including any concurrent injuries, needs to be continually kept in mind. The vertebral column can be stabilised using multiple techniques, such as screws, pins, polymethylmetacrylate and plating techniques, as well as external stabilisation and spinal stapling. Complications of spinal surgeries include haemorrhage, infection, neurological deterioration, particularly in cases of spinal stabilisations, implant loosening and failure.

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4

SMITH, B. "Extracapsular stabilisation." Australian Veterinary Journal 78, no. 6 (June 2000): 382. http://dx.doi.org/10.1111/j.1751-0813.2000.tb11819.x.

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5

Sehgal, Rachna, and Harish Chellani. "Pretransport Stabilisation." Journal of Neonatology 19, no. 4 (December 2005): 342–46. http://dx.doi.org/10.1177/0973217920050410.

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6

Beard, DJ, and HS Gill. "Spinal Stabilisation." Physiotherapy 81, no. 6 (June 1995): 358. http://dx.doi.org/10.1016/s0031-9406(05)66809-5.

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7

Norris, Christopher M. "Spinal Stabilisation." Physiotherapy 81, no. 2 (February 1995): 61–64. http://dx.doi.org/10.1016/s0031-9406(05)67046-0.

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Norris, Christopher M. "Spinal Stabilisation." Physiotherapy 81, no. 2 (February 1995): 64–72. http://dx.doi.org/10.1016/s0031-9406(05)67047-2.

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9

Norris, Christopher M. "Spinal Stabilisation." Physiotherapy 81, no. 2 (February 1995): 72–79. http://dx.doi.org/10.1016/s0031-9406(05)67048-4.

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10

Norris, Christopher M. "Spinal Stabilisation." Physiotherapy 81, no. 3 (March 1995): 127–38. http://dx.doi.org/10.1016/s0031-9406(05)67068-x.

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11

Norris, Christopher M. "Spinal Stabilisation." Physiotherapy 81, no. 3 (March 1995): 138–46. http://dx.doi.org/10.1016/s0031-9406(05)67069-1.

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12

WORSWICK, G. D. N. "PRICE STABILISATION." Bulletin of the Oxford University Institute of Economics & Statistics 7, no. 10 (May 1, 2009): 173–80. http://dx.doi.org/10.1111/j.1468-0084.1945.mp7010002.x.

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13

Nesterenko, Mikhail, and Sébastien Tixeuil. "Ideal stabilisation." International Journal of Grid and Utility Computing 4, no. 4 (2013): 219. http://dx.doi.org/10.1504/ijguc.2013.057116.

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14

Sánchez, Marcelo. "Joining a Monetary Union: Stabilisation Costs Versus Stabilisation Bias." Journal of Economic Integration 26, no. 1 (March 15, 2011): 66–80. http://dx.doi.org/10.11130/jei.2011.26.1.66.

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15

King, Sam, Martin Mulcahy, Bobbie Corbett, L. Angus Jackson, Jared Stewart, and Loughlin Smith. "INNOVATIVE COASTAL CLIFF STABILISATION - THE SCARBOROUGH CLIFFS STABILISATION PROJECT." Coastal Engineering Proceedings, no. 37 (October 2, 2023): 64. http://dx.doi.org/10.9753/icce.v37.management.64.

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Coastal cliff erosion and retreat is a common problem worldwide. Long-term erosion due to natural coastal processes have caused the iconic vibrant red cliffs of the Redcliffe peninsular (Scarborough, Queensland, Australia), to retreat landwards, which posed a potential risk to public safety and infrastructure. Investigations into coastal processes and geotechnical conditions at the site found that the retreat of the 320m long section of cliffs was largely driven by the slow notch erosion of the cliff base resulting in translational block failure of the overlying laterized cliff face and rotational collapse of the weaker cliff crest soils. To prevent continued notch erosion of the cliff base and subsequently improve the overall stability of the cliffs, a ‘lower cliff hardening’ solution was developed. This solution comprised of a coloured and textured, soilnailed, glass-fibre reinforced polymer reinforced shotcrete wall, which aimed to replicate the natural form and aesthetic of the existing lower cliff.

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16

Wriggers, P., B. Hudobivnik, and O. Allix. "On two simple virtual Kirchhoff-Love plate elements for isotropic and anisotropic materials." Computational Mechanics 69, no. 2 (December 9, 2021): 615–37. http://dx.doi.org/10.1007/s00466-021-02106-1.

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AbstractThe virtual element method allows to revisit the construction of Kirchhoff-Love elements because the $$C^1$$ C 1 -continuity condition is much easier to handle in the VEM framework than in the traditional Finite Elements methodology. Here we study the two most simple VEM elements suitable for Kirchhoff-Love plates as stated in Brezzi and Marini (Comput Methods Appl Mech Eng 253:455–462, 2013). The formulation contains new ideas and different approaches for the stabilisation needed in a virtual element, including classic and energy stabilisations. An efficient stabilisation is crucial in the case of $$C^1$$ C 1 -continuous elements because the rank deficiency of the stiffness matrix associated to the projected part of the ansatz function is larger than for $$C^0$$ C 0 -continuous elements. This paper aims at providing engineering inside in how to construct simple and efficient virtual plate elements for isotropic and anisotropic materials and at comparing different possibilities for the stabilisation. Different examples and convergence studies discuss and demonstrate the accuracy of the resulting VEM elements. Finally, reduction of virtual plate elements to triangular and quadrilateral elements with 3 and 4 nodes, respectively, yields finite element like plate elements. It will be shown that these $$C^1$$ C 1 -continuous elements can be easily incorporated in legacy codes and demonstrate an efficiency and accuracy that is much higher than provided by traditional finite elements for thin plates.

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17

Hov, Solve, Priscilla Paniagua, Christian Sætre, Mike Long, Gerard Cornelissen, and Stefan Ritter. "Stabilisation of Soft Clay, Quick Clay and Peat by Industrial By-Products and Biochars." Applied Sciences 13, no. 16 (August 8, 2023): 9048. http://dx.doi.org/10.3390/app13169048.

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The stabilisation of soft soils using the traditional binders cement and quicklime are known to emit large amounts of carbon dioxide. To reduce this carbon footprint, substitutes such as industrial by-products have been thoroughly tested as viable alternatives for soil stabilisation. However, recent research has also shown that biochar from biomass pyrolysis can in some instances have a positive stabilisation effect and even result in a carbon-negative footprint. This paper presents a laboratory study to investigate the stabilisation effect of five industrial by-products and four types of biochar on three natural Norwegian soils: two clays with low and high water contents and one peat with a very high water content. The soils and binders were characterised by their mineralogical and chemical compositions. The biochars had varying stabilisation effects on the clays when combined with cement, with some negative stabilisation effects, whilst the effect was very beneficial in the peat, with a strength increase of up to 80%. The industrial by-products showed opposite results, with beneficial effects in the clays and a strength increase of up to 150%, but negative stabilisation effects in the peat. Correlating the mineralogical and chemical compositions to stabilisation effects was found to be challenging.

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18

Diveev, Askhat, and Elena Sofronova. "Universal Stabilisation System for Control Object Motion along the Optimal Trajectory." Mathematics 11, no. 16 (August 17, 2023): 3556. http://dx.doi.org/10.3390/math11163556.

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An attempt to construct a universal stabilisation system that ensures the object motion along specified trajectory from certain class is presented. If such a stabilisation system is constructed, then only the problem of optimal control is solved, but for a model of the object, which includes a stabilisation system and a subsystem with a reference model for generating a specified trajectory. In this case, the desired control is the control in the reference model. Statement of complete optimal control problem includes two problems, optimal control problem and stabilisation system synthesis problem for motion along given trajectory in the state space. Numerical methods for solving these problems based on evolutionary computation and symbolic regression are described. It is shown that when solving the stabilisation system synthesis problem, it is possible to obtain a universal system that provides stabilisation of the object motion relative to any trajectory from a certain class. Therefore, it is advisable to formulate an optimal control problem for an object with a motion stabilisation system. A computational example of solving the problem for the spatial motion of a quadrocopter is given.

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19

Farvaque, Étienne, Florence Huart, and Clément Vaneecloo. "Stabilisation et transparence." Revue de l'OFCE 92, no. 1 (2005): 99. http://dx.doi.org/10.3917/reof.092.0099.

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20

Von Sperling, M. "Waste Stabilisation Ponds." Water Intelligence Online 6 (December 30, 2015): 9781780402109. http://dx.doi.org/10.2166/9781780402109.

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21

Aoi, Chiyuki. "JAPAN AND STABILISATION." RUSI Journal 156, no. 1 (February 2011): 52–57. http://dx.doi.org/10.1080/03071847.2011.559980.

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22

Breuer, Ralf, and Andreas David. "Beckenringfrakturen - interne Stabilisation." OP-Journal 19, no. 2 (September 2003): 132–38. http://dx.doi.org/10.1055/s-2007-977625.

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23

Porcelli, F. "Fast particle stabilisation." Plasma Physics and Controlled Fusion 33, no. 13 (November 1, 1991): 1601–20. http://dx.doi.org/10.1088/0741-3335/33/13/009.

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24

Kohl, S., D. S. Evangelopoulos, M. O. Schär, K. Bieri, T. Müller, and S. S. Ahmad. "Dynamic intraligamentary stabilisation." Bone & Joint Journal 98-B, no. 6 (June 2016): 793–98. http://dx.doi.org/10.1302/0301-620x.98b6.35040.

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25

Allen, N. S. "Poly(vinylchloride) stabilisation." Polymer Photochemistry 7, no. 6 (January 1986): 524. http://dx.doi.org/10.1016/0144-2880(86)90022-9.

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26

Andreasen, P., P. B. Mortensen, A. Stubsgaard, and B. Langdahl. "Characterisation of production of organic rich topsoil from sludge." Water Science and Technology 42, no. 9 (November 1, 2000): 195–201. http://dx.doi.org/10.2166/wst.2000.0205.

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The stabilisation of a sludge-mineral soil mixture and a method to evaluate the state of stabilisation were investigated. The organic matter and nitrogen content are reduced up to 50% during a stabilisation process of three months under Danish climatic conditions. The stabilisation was shown to be an aerobic process limited by oxygen transport within the mixture. The degree of stabilisation was evaluated by oxygen consumption in a water suspension and the results showed that a stable product was achieved when oxygen consumption was stable and in the level of natural occurring aerobic soils (0.1 mgO2/(g DS*hr). The study thereby demonstrates that a stability of a growth media can be controlled by the oxygen consumption method tested.

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27

Hopkinson, A. C., and M. H. Lien. "Substituent effects at silicon in cations SiX+, HSiX+•, and H2SiX+, and in radicals H2SiX+•." Canadian Journal of Chemistry 67, no. 6 (June 1, 1989): 991–97. http://dx.doi.org/10.1139/v89-151.

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Abinitio molecular orbital calculations at the 6-31G* level have been used to optimise structures for ions SiX+, HSiX+•, and H2SiX+, and for neutrals HSiX (singlets), H2SiX•, and H3SiX, where X is H, CH3, NH2, OH, F, CN, and NC. Single point calculations at the MP4(SDTQ)/6-31G* level were used to calculate substituent stabilisation energies.The amino group is the strongest π-donor and also is the most stabilising group in the cations, the silylenes, and the silyl radicals. Stabilisation is greatest in ions SiX+. Ions HSiX+• and H2SiX+ are stabilised by similar but smaller amounts, although CN and NC are destabilising in these ions. Substituent stabilisation energies in radicals H2SiX• are almost zero. There is a linear relationship between the stabilisation energies of ions H2SiX+ and the ionisation potentials of radicals H2SiX•, but a similar plot correlating stabilisation energies for ions HSiX+۟• with the ionisation potential of HSiX (singlet) shows considerable scatter. Keywords: silications, silyl radicals, stabilisation energies.

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28

BAIN, G. I., A. SOOD, N. ASHWOOD, P. C. TURNER, and Q. A. FOGG. "Effect of scaphoid and triquetrum excision after limited stabilisation on cadaver wrist movement." Journal of Hand Surgery (European Volume) 34, no. 5 (July 10, 2009): 614–17. http://dx.doi.org/10.1177/1753193408094923.

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This study assessed the effect of excision of the scaphoid and triquetrum on the range of motion of the embalmed cadaver wrist joint after midcarpal stabilisation. The range of motion was measured in 12 cadaver wrists before and after stabilisation of the joints between the lunate, capitate, triquetrum and hamate. This was measured again following resection of the scaphoid and then the triquetrum. Scaphoid excision after four-corner stabilisation increased the radioulnar (RU) arc by 12° and the flexion–extension (F–E) arc by 10°. Subsequent excision of the triquetrum, to produce a three-corner stabilisation, further increased the RU arc by 7° and the F–E arc by 6°. Three-corner stabilisation with excision of scaphoid and triquetrum improved wrist motion in embalmed cadavers.

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29

Jung, Gihoon, Chanhee Park, Jongseok Hwang, Joshua (Sung) H. You, Chunghwi Yi, and Woochol Joseph Choi. "Effects of core-postural stabilisation on fluoroscopy diaphragmatic measurement and dyspnea in chronic obstructive pulmonary disease: A randomized single-blinded clinical trial." Technology and Health Care 29 (March 25, 2021): 359–66. http://dx.doi.org/10.3233/thc-218034.

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BACKGROUND: While respiratory and core-postural stabilisation has recently gained a widespread acceptance to improve pulmonary function and dyspena, the therapeutic effects of and rationale underlying the use of respiratory and core-postural stabilisation in the management of patients with chronic obstructive pulmonary disease have not been investigated. OBJECTIVE: This study aimed to compare the effects of abdominal breathing and respiratory and core-postural stabilisation on diaphragmatic movement and pulmonary function. METHODS: Fourteen patients with moderate chronic obstructive pulmonary disease were randomly assigned to either the respiratory and core-postural stabilisation or abdominal breathing group. All patients underwent fluoroscopy-guided chest X-ray imaging and pulmonary function tests before and after the interventions; the modified Medical Research Council questionnaire was also administered before and after the interventions. Six sessions of either intervention were consistently provided. The obtained data were assessed using independent t-tests and Wilcoxon signed-rank test with a significance threshold of P< 0.05. RESULTS: Respiratory and core-postural stabilisation was more effective in increasing diaphragmatic movements than abdominal breathing (P< 0.05). Pulmonary function tests revealed more significant differences in the forced vital capacity (FVC(%)predicted) only after respiratory and core-postural stabilisation (P= 0.004). The Medical Research Council questionnaire score was significantly different within the Respiratory and core-postural stabilisation group (P= 0.014). CONCLUSIONS: Our novel results suggest that the effects of respiratory and core-postural stabilisation breathing on diaphragmatic movement and pulmonary function were superior to those of abdominal breathing in patients with chronic obstructive pulmonary disease.

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30

Kühlmeyer, C., and J. Klein. "Stabilisation of enzymes with polyvinylsaccharides I: physical stabilisation of horseradish peroxidase." Enzyme and Microbial Technology 32, no. 1 (January 2003): 99–106. http://dx.doi.org/10.1016/s0141-0229(02)00243-0.

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31

Cole, Keith R., Karen Goodman, and Lena Volland. "Reporting of exercise dose and dosage and outcome measures for gaze stabilisation in the literature: a scoping review." BMJ Open 12, no. 2 (February 2022): e049560. http://dx.doi.org/10.1136/bmjopen-2021-049560.

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ObjectivesThe concept of this review is to examine and quantify the reporting of parameters of dose (duration, speed, head excursion) and dosage (daily and weekly frequency, duration) for gaze stabilisation exercises and to report on outcome measures used to assess change in gaze stabilisation following intervention. This review includes any population completing gaze stabilisation exercises.DesignScoping review.MethodsWe searched key terms in the following databases: PubMed, CINAHL, Scopus and Cochrane. Two researchers reviewed titles, abstracts and full-text articles for inclusion. Data retrieved included: patient diagnosis, specific interventions provided, dose and dosage of gaze stabilisation interventions and outcome measures.ResultsFrom the initial 1609 results, 138 studies were included. Data extraction revealed that only 13 studies (9.4%) reported all parameters of dose and dosage. Most studies used other interventions in addition to gaze stabilisation exercises. Half of the studies did not use a clinical or instrumented outcome measure of gaze stability, using only patient-reported outcome measures. Clinical tests of gaze stability were used in 21.1% of studies, and instrumented measures of gaze stability were used in 14.7% of studies.ConclusionsFull reporting of the dose and dosage of gaze stabilisation interventions is infrequent, impairing the ability to translate current evidence into clinical care. Most studies did not use a clinical or instrumented measure of gaze stabilisation as outcome measures, questioning the validity of intervention effects. Improved reporting and use of outcome measures are necessary to establish optimal intervention parameters for those with gaze stability impairments.

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32

Hendon, Christopher H., David R. Carbery, and Aron Walsh. "Three-electron two-centred bonds and the stabilisation of cationic sulfur radicals." Chem. Sci. 5, no. 4 (2014): 1390–95. http://dx.doi.org/10.1039/c3sc53432d.

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33

Wu, Quran, Xuebin Zhang, John A. Church, Jianyu Hu, and Jonathan M. Gregory. "Evolving patterns of sterodynamic sea-level rise under mitigation scenarios and insights from linear system theory." Climate Dynamics 57, no. 3-4 (April 5, 2021): 635–56. http://dx.doi.org/10.1007/s00382-021-05727-7.

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AbstractLong-term behaviour of sea-level rise is an important factor in assessing the impact of climate change on multi-century timescales. Under the stabilisation scenario RCP4.5, Sterodynamic Sea-Level (SdynSL) and ocean density change in the CMIP5 models exhibit distinct patterns over the periods before and after Radiative Forcing (RF) stabilisation (2000–2070 vs. 2100–2300). The stabilisation pattern is more geographically uniform and involves deeper penetration of density change than the transient pattern. In RCP2.6, 4.5 and 8.5, the spatiotemporal evolution of SdynSL change can be approximated as a linear combination of the transient and stabilisation patterns. Specifically, SdynSL change is dominated by the transient pattern when RF increases rapidly, but it is increasingly affected by the stabilisation pattern once RF starts to stabilise. The growth of the stabilisation pattern could persist for centuries after RF ceases increasing. The evolving patterns of SdynSL change can also be approximated as a linear system's responses (characterised by its Green’s function) to time-dependent boundary conditions. By examining SdynSL change simulated in linear system models with different estimates of Green's functions, we find that both the climatological ocean circulation and the ocean's dynamical response to RF play a role in shaping the patterns of SdynSL change. The linear system model is more accurate than the univariate pattern scaling in emulating the CMIP5 SdynSL change beyond 2100. The emergence of the stabilisation pattern leads to a 1–10% decrease in the ocean's expansion efficiency of heat over 2000–2300 in RCP2.6 and 4.5.

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34

Temple, Richard M. "African Natural Resources Agreements: Stabilisation Tricks and Traps for the Unwary." African Journal of International and Comparative Law 25, no. 4 (November 2017): 579–89. http://dx.doi.org/10.3366/ajicl.2017.0213.

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In Africa, legal certainty has been a much craved ideal by investors in the natural resources sector. A key feature of legal certainty in long-term natural resources contracts is to make sure that if new laws are passed or existing laws amended which adversely affect the sponsor, compensation is paid for such changes. When natural resources prices are rising companies are often prepared to take a robust commercial view on the stabilisation risks. It is often seen as falling in the catastrophic risk category but unlikely to occur. However, with the current challenges in oil and gas and commodities in world markets and the global competition for capital, the strength and enforceability of contractual stabilisation covenants in long-term natural resources contracts in Africa in an increasingly risk-adverse world are ever more important. While there is always much debate over the fiscal package in natural resources deals, the stabilisation provisions rarely receive the attention they merit. How to value contractual stabilisation legal protections against more easily quantified fiscal provisions remains an anathema. What is clear is that companies will be well served to devote attention to stabilisation clauses as the temptation for African governments to tweak laws in the face of dwindling revenues can become overwhelming. This article looks at stabilisation issues in African natural resources contracts (in the context of a change of law by a host government) and how best to enhance the chances of a successful and legally binding stabilisation clause drawing on examples from throughout the African continent.

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35

Ravindran, Gobinath, Alireza Bahrami, Vutukuru Mahesh, Herda Yati Binti Katman, Katakam Srihitha, Alamadri Sushmashree, and Alugoju Nikhil Kumar. "Global Research Trends in Engineered Soil Development through Stabilisation: Scientific Production and Thematic Breakthrough Analysis." Buildings 13, no. 10 (September 27, 2023): 2456. http://dx.doi.org/10.3390/buildings13102456.

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Soil, a naturally occurring resource, is increasingly used as a construction material. Stabilisation strengthens soil, which is weak as an engineering material. Stabilising soil changes its physical qualities, enhancing its strength. Soil stabilisation increases the shear strength and load-bearing capacity. Soil stabilisation refers to any endeavour to change natural soil for engineering purposes using physical, chemical, mechanical, or biological methods, or a mix of these. Strengthening road pavements includes improving the load-bearing capacity, tensile strength, and performance of unstable subsoils, sands, and waste materials. Due to market demands and scientific advances, the number of soil-stabilising additives has increased. These innovative stabilisers include reinforcing fibres, calcium chloride, sodium chloride, and cross-linking water-based styrene acrylic polymers, which are geopolymers that boost the load-bearing capacity and tensile strength of soil. Many materials are being explored for soil stabilisation. In this article, the authors investigated the direction of soil stabilisation research. Scientometric analysis identifies stabilisation challenges and research trends in the field. This study analysed research patterns by countries, authors, institutions, keywords, and journals from 1959 to 2023; in 2021, 150 articles were published, which was the highest number in a year. Citations peaked at 3084 in 2022. With 253 publications and 3084 citations, India was the most productive country. Iran and France published the fewest, 34 and 33, respectively. The Islamic Azad University and the National Institute of Technology had the fewest published articles with 17 articles. This work can help track soil stabilisation research and will serve as an information document for future research.

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36

M M, Sai Harshita. "Soil Stabilisation using Lime." International Journal for Research in Applied Science and Engineering Technology 6 (January 31, 2018): 1096–100. http://dx.doi.org/10.22214/ijraset.2018.1167.

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37

Brewis, P. A., and D. W. Brown. "Weetwood Bridge stabilisation, UK." Proceedings of the Institution of Civil Engineers - Bridge Engineering 162, no. 4 (December 2009): 149–56. http://dx.doi.org/10.1680/bren.2009.162.4.149.

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38

Lawson, C. R. "Subgrade Stabilisation with Geotextiles." Geosynthetics International 2, no. 4 (January 1995): 741–63. http://dx.doi.org/10.1680/gein.2.0034.

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39

Maurin, Louis. "Démograhie : stabilisation à l'horizon." Alternatives Économiques 273, no. 10 (October 1, 2008): 61. http://dx.doi.org/10.3917/ae.273.0061.

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40

Buse, Dieter K. "From Revolution to Stabilisation." Philosophy and History 19, no. 2 (1986): 182. http://dx.doi.org/10.5840/philhist1986192118.

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41

Güllü, M. K., and S. Ertürk. "Fuzzy image sequence stabilisation." Electronics Letters 39, no. 16 (2003): 1170. http://dx.doi.org/10.1049/el:20030781.

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42

Woods, R. "Fiscal Stabilisation and EMU." CESifo Economic Studies 51, no. 4 (January 1, 2005): 601–47. http://dx.doi.org/10.1093/cesifo/51.4.601.

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43

Chatterjee, S., H. S. Wang, J. R. Yang, and H. K. D. H. Bhadeshia. "Mechanical stabilisation of austenite." Materials Science and Technology 22, no. 6 (June 2006): 641–44. http://dx.doi.org/10.1179/174328406x86128.

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44

Hünermann, Karl-Walter, Sebastian Enzinger, Torsten WilK, and Kai Volkmar. "ELECTRONIC STABILISATION PROGRAM ESP." ATZextra worldwide 15, no. 11 (January 2010): 106–11. http://dx.doi.org/10.1365/s40111-010-0247-2.

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45

Drahansky, Martin, and Filip Orsag. "Real-time video stabilisation." International Journal of Autonomic Computing 1, no. 2 (2009): 202. http://dx.doi.org/10.1504/ijac.2009.024751.

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46

Shipway, P. H., and H. K. D. H. Bhadeshia. "Mechanical stabilisation of bainite." Materials Science and Technology 11, no. 11 (November 1995): 1116–28. http://dx.doi.org/10.1179/mst.1995.11.11.1116.

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47

Danneels, Lieven. "Entraînement de la stabilisation." Kinésithérapie, la Revue 10, no. 108 (December 2010): 32. http://dx.doi.org/10.1016/s1779-0123(10)74983-4.

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Tang, A., and P. A. Wilson. "Lateral Force Estimator Stabilisation." IFAC Proceedings Volumes 25, no. 3 (April 1992): 141–49. http://dx.doi.org/10.1016/s1474-6670(17)50284-0.

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Santamarta, R., C. Seguı́, J. Pons, and E. Cesari. "Martensite stabilisation in Ni50Ti32.2Hf17.7." Scripta Materialia 41, no. 8 (September 1999): 867–72. http://dx.doi.org/10.1016/s1359-6462(99)00221-3.

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Camino, G. "Polymer degradation and stabilisation." Polymer Degradation and Stability 14, no. 1 (January 1986): 96–98. http://dx.doi.org/10.1016/0141-3910(86)90025-x.

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