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Artykuły w czasopismach na temat "Load stability"
Ackerman, Jeffrey, Karna Potwar i Justin Seipel. "Suspending loads decreases load stability but may slightly improve body stability". Journal of Biomechanics 52 (luty 2017): 38–47. http://dx.doi.org/10.1016/j.jbiomech.2016.12.001.
Pełny tekst źródłaMohd Rosli, Hazwani, Hazlie Mokhlis, Nurulafiqah Nadzirah Mansor, Norazliani Md Sapari, Syahirah Abd Halim, Li Wang i Mohamad Fani Sulaima. "A Binary Archimedes Optimization Algorithm and Weighted Sum Method for UFLS in Islanded Distribution Systems Considering the Stability Index and Load Priority". Energies 16, nr 13 (3.07.2023): 5144. http://dx.doi.org/10.3390/en16135144.
Pełny tekst źródłaSingh, Lovepreet, Arun Kaushal i Amritpal Digra. "A review on stability of polyhouse structures". INTERNATIONAL JOURNAL OF AGRICULTURAL SCIENCES 17, AAEBSSD (15.07.2021): 319–25. http://dx.doi.org/10.15740/has/ijas/17-aaebssd/319-325.
Pełny tekst źródłaLee, Wei-Jen, Mo-Shing Chen i Lucas B. Williams. "Load Model for Stability Studies". IEEE Transactions on Industry Applications IA-23, nr 1 (styczeń 1987): 159–65. http://dx.doi.org/10.1109/tia.1987.4504881.
Pełny tekst źródłaArif, Hina, i Jaan Lellep. "Stability of nanobeams and nanoplates with defects". Acta et Commentationes Universitatis Tartuensis de Mathematica 25, nr 2 (17.11.2021): 221–38. http://dx.doi.org/10.12697/acutm.2021.25.15.
Pełny tekst źródłaKiss, László. "Stability of pinned-rotationally restrained arches". Theoretical and Applied Mechanics, nr 00 (2020): 10. http://dx.doi.org/10.2298/tam200402010k.
Pełny tekst źródłaCagan, J., i L. A. Taber. "Large Deflection Stability of Spherical Shells With Ring Loads". Journal of Applied Mechanics 53, nr 4 (1.12.1986): 897–901. http://dx.doi.org/10.1115/1.3171878.
Pełny tekst źródłaHolbein, Mary Ann, i Mark S. Redfern. "Postural Stability While Holding Loads in Various Postures". Proceedings of the Human Factors and Ergonomics Society Annual Meeting 37, nr 10 (październik 1993): 697–700. http://dx.doi.org/10.1177/154193129303701011.
Pełny tekst źródłaLaGoy, Alice D., Caleb Johnson, Katelyn F. Allison, Shawn D. Flanagan, Mita T. Lovalekar, Takashi Nagai i Chris Connaboy. "Compromised Dynamic Postural Stability Under Increased Load Carriage Magnitudes". Journal of Applied Biomechanics 36, nr 1 (1.02.2020): 27–32. http://dx.doi.org/10.1123/jab.2018-0473.
Pełny tekst źródłaLe, Trong Nghia, Hoang Minh Vu Nguyen, Thai An Nguyen, Trieu Tan Phung, Thi Thu Hien Huynh i Quang Tien Nguyen. "Optimize Ranking and Load Shedding in Microgrid Considering Improved Analytic Hierarchy Process Algorithm and Power Stability Index". Mathematical Problems in Engineering 2023 (29.11.2023): 1–14. http://dx.doi.org/10.1155/2023/6074287.
Pełny tekst źródłaRozprawy doktorskie na temat "Load stability"
Dai, F. "Load modelling for power system stability studies". Thesis, University of Manchester, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.578290.
Pełny tekst źródłaMonnin, Jared P. "Impact of load type on microgrid stability". Thesis, Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/76821.
Pełny tekst źródłaThis electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
CD-ROM contains PDF of thesis and MDL file.
Both MIT Institute Archives and Barker Library copy: with CD-ROM.
Cataloged from student submitted PDF version of thesis.
Includes bibliographical references.
Microgrids show great promise as a means of integrating distributed generation sources into the public grid distribution system. In order to provide uninterrupted,high quality power to local loads, microgrids must have the ability to operate independently of or in parallel with the local utility. Transitioning between independent operation, also called "islanded" operation, and utility connected operation can induce stability problems in the microgrid, especially when islanding is fault induced. Software simulation suggests that induction motor loads on the microgrid significantly decrease stability during fault induced islanding. To validate the software simulations and to investigate the impact of load type on microgrid stability, we have built a hardware system that simulates the operation of a microgrid.
by Jared P. Monnin.
M.Eng.
Vargas, Rios Leon Maximino. "Local voltage stability assessment for variable load characteristics". Thesis, University of British Columbia, 2009. http://hdl.handle.net/2429/21424.
Pełny tekst źródłaMORAES, ADELIO JOSE DE. "CONTRIBUITIONS TO THE LOAD MODELLING FOR TRANSIENT STABILITY STUDIES". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1992. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=8361@1.
Pełny tekst źródłaEste trabalho, relacionado com a área de modelagem de cargas para estudos de estabilidade transitória de sistemas elétricos, tem por objetivo discutir a adequação dos modelos clássicos normalmente utilizados, bem como o aprimoramento e desenvolvimento de representações para cargas com características específicas. Inicialmente, são enfocados os aspectos das representações clássicas de cargas e, através de desenvolvimentos teóricos e estudos computacionais, ressaltadas as adequações destas estratégias ao contexto atual. Reconhecendo algumas limitações quanto às técnicas para a obtenção dos parâmetros de motores de indução, apresenta- se procedimentos sistematizados para o tratamento destes componentes de carga. Tendo em vista a busca da melhoria de modelos e respostas aos questionamentos a respeito da relevância da inclusão dos efeitos da variação da freqüência sobre as cargas e parâmetros da rede, o trabalho prossegue com investigações nesta direção. Objetivando a análise do desempenho dos modelos simplificados de cargas através de funções algébricas, são discutidas as propostas atuais e verificadas suas adequações aos estudos de estabilidade. Finalmente, considerando a importância atual das cargas conversoras estáticas, são desenvolvidos modelos apropriados e realizados os estudos necessários à incorporação de unidades retificadoras em programas de estabilidade.
This work, involved with the load modeling for electrical system transiente stability analysis, aim to discuss the classical load models normally used, and to develop and improve representations of specific types of loads. Initially, aspects concerned with classical load representations are dealt with aiming to evaluate, through theoretical and computational analyses, the current employment of such models. Knowing that the techiques to obtain induction motor parameters are still deficient, this work presents some systematic procedures for the treatment of such loads. Additionally, it continues seeking improvements in electrical system component models and answers to the questions about the need for inclusion of the frequency variation effects on loads and network parameters. Moreover, it takes into account the tendencies of using simplified load models represented by algebraic expressions. Some recent proposals in this area are discussed and tested with a view to acess the perfomance of the models in stability studies. Finally, considering the present importance of static load converters, it is developed the related models and presented the necessary studies to include rectifier units in stability programs.
MOROTE, CARLOS HUGO SOTO. "STABILITY AND DEFORMATION OF SOIL SLOPES UNDER SEISMIC LOAD". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9532@1.
Pełny tekst źródłaO comportamento sísmico de taludes tem sido um tópico de grande interesse da engenharia geotécnica nos últimos 40 anos. Durante este período, a prática da engenharia nesta área evoluiu do emprego de técnicas elementares para procedimentos numéricos bastante complexos. A abordagem mais simples é a análise pseudo-estática na qual o carregamento do terremoto é simulado por uma aceleração horizontal estática equivalente atuando na massa de solo deslizante, utilizando-se um procedimento de equilíbrio limite (método das fatias), geralmente conservativo. O parâmetro que descreve o comportamento dinâmico do solo é referido como coeficiente sísmico k, e sua seleção depende fortemente da experiência e normas técnicas locais, porque não há maneira simples e segura de se escolher um valor adequado. O segundo procedimento é conhecido como método de Newmark, que envolve o cálculo de uma aceleração de escoamento, definida como a força inercial necessária para o fator de segurança atingir 1 em uma análise pseudo-estática pelo método de equilíbrio limite. O procedimento então usa os registros de aceleração do terremoto de projeto e o integra duplamente no tempo para calcular os deslocamentos permanentes acumulados. O terceiro método é referido como análise de Makdisi- Seed, que procura definir a estabilidade sísmica do talude em termos de deslocamentos aceitáveis em vez de um fator de segurança tradicional através de uma versão modificada do método de Newmark. Esta técnica apresenta uma maneira racional de calcular uma aceleração de escoamento média, necessária para produzir um valor do coeficiente de segurança do talude igual a 1. Gráficos específicos foram também desenvolvidos para estimativa dos deslocamentos permanentes, tendo sido bastante aplicados em aterros rodoviários, barragens e aterros sanitários. Finalmente, o mais sofisticado método para análise de estabilidade sísmica de taludes é conhecido como análise dinâmica, que normalmente incorpora modelos de elementos finitos e relações tensão x deformação complexas numa tentativa de obter melhores representações para o comportamento mecânico de taludes sob cargas cíclicas Os resultados destas análises podem incluir a história no tempo dos deslocamentos e tensões, bem como das freqüências naturais, efeitos de amortecimento, etc. Este trabalho apresenta uma comparação entre os métodos mencionados anteriormente, analisando o comportamento sísmico dos taludes da estrutura de contenção dos resíduos de lixiviação de minério de urânio, na Bahia, e dos taludes do bota-fora sul da mina de cobre Toquepala, situada no Peru.
The seismic stability of slopes has been a topic of considerable interest in geotechnical engineering for the past 40 years. During that period, the state of practice has moved from simples techniques to more complicated numerical procedures. The simplest approach is the pseudo-static analysis in which the earthquake load is simulated by an equivalent static horizontal acceleration acting on the mass of the landslide, according to a generally conservative limit equilibrium analysis. The ground motion parameter used in a pseudo-static analysis is referred to as the seismic coefficient k, and its selection has relied heavily on engineering judgment and local code requirements because there is no simple method for determining an appropriate value. The second main procedure is known as the Newmark displacement analysis which involves the calculation of the yield acceleration, defined as the inertial force required to cause the static factor of safety to reach 1 from the traditional limit equilibrium slope stability analysis. The procedure then uses a design earthquake strong-motion record which is numerically integrated twice for the amplitude of the acceleration above the yield acceleration to calculate the cumulative displacements. These displacements are then evaluated in light of the slope material properties and the requirements of the proposed development. The third method is referred to as the Makdisi-Seed analysis sought to define seismic embankment stability in terms of acceptable deformation instead of conventional factors of safety, using a modified Newmark analysis. Their method presents a rational means to determine yield acceleration, or the average acceleration required to produce a factor of safety of unity. Design curves were developed to estimate the permanent earthquake- induced deformations of embankments, which have since been applied to sanitary landfill and highway embankments. Finally, the most sophisticated method for seismic slope stability calculations is known as the dynamic analysis, which normally incorporates a finite element model and a rather complex stress-strain behavior for geological materials in an attempt to obtain a better representation of the behavior of soils under cyclic loading. The results of the analysis can include a time history of displacements and stresses, as well as natural frequencies, effects of damping, etc. This work presents a comparison of the results obtained by the aforementioned approaches, considering the seismic behavior of the slopes of an uranium lixiviation pad situated in Bahia, Brazil, and the South embankment of the waste landfill of the Toquepala Mine, Peru.
Genet, Benjamin. "On monitoring methods and load modeling to improve voltage stability assessment efficiency". Doctoral thesis, Universite Libre de Bruxelles, 2009. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/210258.
Pełny tekst źródłaThe aim of this thesis is the improvement of the voltage stability assessment efficiency. Two orientations are studied: the monitoring methods and the load modeling.
The purpose of the monitoring methods is to evaluate the voltage stability using only measurements and without running simulations.
The first approach considered is local. The parameters of the Thevenin equivalent seen from a load bus are assessed thanks to a stream of local voltage and current measurements. Several issues are investigated using measurements coming from complete time-domain simulations. The applicability of this approach is questioned.
The second approach is global and uses measurements acquired by a Wide-Area Measurement System (WAMS). An original approach with a certain prediction capability is proposed, along with intuitive visualizations that allow to understand the deterioration process leading to the collapse.
The load modeling quality is certainly the weak point of the voltage security assessment tools which run simulations to predict the stability of the power system depending on different evolutions. Appropriate load models with accurate parameters lead to a direct improvement of the prediction precision.
An innovative procedure starting from data of long measurement campaigns is proposed to automatically evaluate the parameters of static and dynamic load models. Real measurements taken in the Belgian power system are used to validate this approach.
Doctorat en Sciences de l'ingénieur
info:eu-repo/semantics/nonPublished
Regulski, Pawel Adam. "Estimation of parameters of dynamic load models for voltage stability studies". Thesis, University of Manchester, 2012. https://www.research.manchester.ac.uk/portal/en/theses/estimation-of-parameters-of-dynamic-load-models-for-voltage-stabily-studies(db6176e0-c7df-4ad6-83f7-5772eb9f8421).html.
Pełny tekst źródłaKarimishad, Amir. "Transient stability-constrained load dispatch, ancillary services allocation and transient stability assessment procedures for secure power system operation". University of Western Australia. Energy Systems Centre, 2008. http://theses.library.uwa.edu.au/adt-WU2009.0028.
Pełny tekst źródłaGarmroodi, Doiran Mehdi. "Sensitivity Analysis for Future Grid Stability Studies". Thesis, The University of Sydney, 2016. http://hdl.handle.net/2123/15978.
Pełny tekst źródłaJadric, Ivan. "Modeling and Control of a Synchronous Generator With Electronic Load". Thesis, Virginia Tech, 1998. http://hdl.handle.net/10919/36549.
Pełny tekst źródłaMaster of Science
Książki na temat "Load stability"
L, Kollár, red. Structural stability in engineering practice. London: Taylor and Francis, 1999.
Znajdź pełny tekst źródłaLajos, Kollár, red. Structural stability in engineering practice. London: E & FN Spon, 1999.
Znajdź pełny tekst źródłaKong, Kit N. A. The influence of load dynamics on power system small-signal stability. Manchester: UMIST, 1998.
Znajdź pełny tekst źródłaStability under wind load of loose-laid external roof insulation boards. Watford: Building Research Establishment, 1985.
Znajdź pełny tekst źródłaPower system analysis: Short-circuit load flow and harmonics. Wyd. 2. Boca Raton: CRC Press, 2012.
Znajdź pełny tekst źródłaPower system analysis: Short-circuit load flow and harmonics. New York: Marcel Dekker, 2002.
Znajdź pełny tekst źródłaWen, Yi-Kwei. Structural load modeling and combination for performance and safety evaluation. Amsterdam: Elsevier, 1990.
Znajdź pełny tekst źródłaStructural Engineering Institute. Technical Committee on Load and Resistance Factor Design. Task Committee on Effective Length., red. Effective length and notional load approaches for assessing frame stability: Implications for American steel design. New York: The Society, 1997.
Znajdź pełny tekst źródłaH, Acquaviva Thomas, i Lewis Research Center, red. Static stability of the space station solar array FASTMast structure. Cleveland, Ohio: NASA Lewis Research Center, 1995.
Znajdź pełny tekst źródłaBankhead, Natasha. Analysis of bank stability and potential load reduction along reaches of the Big Sioux River, South Dakota. Oxford, Mississippi: United States Department of Agriculture, National Sedimentation Laboratory, 2009.
Znajdź pełny tekst źródłaCzęści książek na temat "Load stability"
Cutsem, Thierry, i Costas Vournas. "Load Aspects". W Voltage Stability of Electric Power Systems, 93–133. Boston, MA: Springer US, 1998. http://dx.doi.org/10.1007/978-0-387-75536-6_4.
Pełny tekst źródłaZhu, Yue. "Power System Load Models and Load Modelling". W Power System Loads and Power System Stability, 19–47. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37786-1_2.
Pełny tekst źródłaGouaisbaut, Frédéric, Isabelle Queinnec i Sophie Tarbouriech. "Stability of Load Balancing Control". W Applications of Time Delay Systems, 77–95. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-49556-7_5.
Pełny tekst źródłaHorne, M. R. "The Rankine-Merchant Load and its Application". W Summation Theorems in Structural Stability, 111–39. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-2912-8_3.
Pełny tekst źródłaZhu, Yue. "Factors Affecting Load Model Parameter Ranking". W Power System Loads and Power System Stability, 109–28. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37786-1_6.
Pełny tekst źródłaSharma, Prashant Kumar, Akash Sharma i Rajive Tiwari. "Load Shedding Technique for Maintaining Voltage Stability". W Lecture Notes in Electrical Engineering, 305–14. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-4795-9_29.
Pełny tekst źródłaSimitses, George J. "Dynamic Stability Under Constant Load of Finite Duration". W Dynamic Stability of Suddenly Loaded Structures, 54–67. New York, NY: Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4612-3244-5_3.
Pełny tekst źródłaRusakov, A. I. "Three-Hinged Arches under Live Static Load". W Fundamentals of Structural Mechanics, Dynamics, and Stability, 49–58. First edition. | Boca Raton : CRC Press, 2021.: CRC Press, 2020. http://dx.doi.org/10.1201/9780429155291-8.
Pełny tekst źródłaKumar, G. Naveen. "Characterizing Voltage-Dependent Loads and Frequency-Dependent Loads for Load Stability Analysis". W Smart Buildings Digitalization, 207–16. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003201069-13.
Pełny tekst źródłaZhu, Yue. "Required Accuracy Level of Critical Load Model Parameters". W Power System Loads and Power System Stability, 129–42. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37786-1_7.
Pełny tekst źródłaStreszczenia konferencji na temat "Load stability"
Kolakowski, Zbigniew, Andrzej Teter i Wojciech Smagowski. "On using load–axial shortening plots to determine approximate buckling load of real plate structure". W PROCEEDINGS OF THE 15TH STABILITY OF STRUCTURES SYMPOSIUM. Author(s), 2019. http://dx.doi.org/10.1063/1.5086136.
Pełny tekst źródłaZhang, Xinran, i David J. Hill. "Load Stability Index for Short-term Voltage Stability Assessment". W 2019 IEEE Power & Energy Society General Meeting (PESGM). IEEE, 2019. http://dx.doi.org/10.1109/pesgm40551.2019.8973754.
Pełny tekst źródłaBurgess, Kevin L., i Kevin M. Passino. "Stability Analysis of Load Balancing Systems". W 1993 American Control Conference. IEEE, 1993. http://dx.doi.org/10.23919/acc.1993.4793321.
Pełny tekst źródłaFu, Xu, i Xifan Wang. "Load Shedding Scheme Ensuring Voltage Stability". W 2007 IEEE Power Engineering Society General Meeting. IEEE, 2007. http://dx.doi.org/10.1109/pes.2007.385850.
Pełny tekst źródłaMorison, Kip, Hamid Hamadani i Lei Wang. "Load Modeling for Voltage Stability Studies". W 2006 IEEE PES Power Systems Conference and Exposition. IEEE, 2006. http://dx.doi.org/10.1109/psce.2006.296379.
Pełny tekst źródłaKedziora, Slawomir, i Muhammad Omer Anwaar. "Concrete-filled steel tubular (CFTS) columns subjected to eccentric compressive load". W PROCEEDINGS OF THE 15TH STABILITY OF STRUCTURES SYMPOSIUM. Author(s), 2019. http://dx.doi.org/10.1063/1.5086135.
Pełny tekst źródłaLi, Shao-hua, Hsiao-dong Chiang i Sheng Liu. "Analysis of Composite Load Models on Load Margin of Voltage Stability". W 2006 International Conference on Power System Technology. IEEE, 2006. http://dx.doi.org/10.1109/icpst.2006.321595.
Pełny tekst źródłaSubhana, Arik, i Nahid-Al-Masood. "Estimation of Frequency Stability Considering Load Levels and Load Frequency Relief". W 2020 IEEE International Women in Engineering (WIE) Conference on Electrical and Computer Engineering (WIECON-ECE). IEEE, 2020. http://dx.doi.org/10.1109/wiecon-ece52138.2020.9397973.
Pełny tekst źródłaZhu, S. Z., J. H. Zheng, L. Li, S. D. Shen i G. M. Luo. "Effect of load modeling on voltage stability". W 2000 Power Engineering Society Summer Meeting. IEEE, 2000. http://dx.doi.org/10.1109/pess.2000.867617.
Pełny tekst źródłaWu, G. Y., C. Y. Chung, K. P. Wong i C. Rehtanz. "Interruptible load management to preserve voltage stability". W 7th IET International Conference on Advances in Power System Control, Operation and Management (APSCOM 2006). IEE, 2006. http://dx.doi.org/10.1049/cp:20062116.
Pełny tekst źródłaRaporty organizacyjne na temat "Load stability"
Guarino, V. J. Stability of EB when cryostat load is applied. Office of Scientific and Technical Information (OSTI), wrzesień 2004. http://dx.doi.org/10.2172/832935.
Pełny tekst źródłaGuarino, V. J. Stability of EB when cryostat load is applied. Office of Scientific and Technical Information (OSTI), wrzesień 2004. http://dx.doi.org/10.2172/834028.
Pełny tekst źródłaDagle, J. E., D. W. Winiarski i M. K. Donnelly. End-use load control for power system dynamic stability enhancement. Office of Scientific and Technical Information (OSTI), luty 1997. http://dx.doi.org/10.2172/484515.
Pełny tekst źródłaWalshire, Lucas, Joseph Dunbar i Benjamin Breland. Stability analysis of Old River Low Sill Structure. Engineer Research and Development Center (U.S.), wrzesień 2022. http://dx.doi.org/10.21079/11681/45349.
Pełny tekst źródłaWang, Yao, Jeehee Lim, Rodrigo Salgado, Monica Prezzi i Jeremy Hunter. Pile Stability Analysis in Soft or Loose Soils: Guidance on Foundation Design Assumptions with Respect to Loose or Soft Soil Effects on Pile Lateral Capacity and Stability. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317387.
Pełny tekst źródłaCowell, Luke, Alejandro Camou, Ivan Carlos i Dustin Truesdel. PR-283-16201-R01 Improved SoLoNOx Taurus 60 Control Algorithm to Reduce Part Load Emissions. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), sierpień 2018. http://dx.doi.org/10.55274/r0011510.
Pełny tekst źródłaVélez, Rómulo Andrés, Alejandro Fereño Caceres, Wilson Daniel Bravo Torres, Daniela Astudillo Rubio i Jacinto José Alvarado Cordero. Primary stability with the osseodensification drilling technique for dental implants in low density bone in humans: a systematic review. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, wrzesień 2022. http://dx.doi.org/10.37766/inplasy2022.9.0066.
Pełny tekst źródłaSutipatanasomboon, Arpaporn. Ultimate guide on Clegg Impact Testers. ConductScience, lipiec 2022. http://dx.doi.org/10.55157/cs20220727.
Pełny tekst źródłaKerber, Steve, Daniel Madrzykowski, James Dalton i Robert Backstrom. Improving Fire Safety by Understanding the Fire Performance of Engineered Floor Systems and Providing the Fire Service with Information for Tactical Decision Making. UL Firefighter Safety Research Institute, marzec 2012. http://dx.doi.org/10.54206/102376/zcoq6988.
Pełny tekst źródłaRiveros, Guillermo, Felipe Acosta, Reena Patel i Wayne Hodo. Computational mechanics of the paddlefish rostrum. Engineer Research and Development Center (U.S.), wrzesień 2021. http://dx.doi.org/10.21079/11681/41860.
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