Littérature scientifique sur le sujet « Archey's frog »
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Articles de revues sur le sujet "Archey's frog"
Green, David M. « Chromosome Polymorphism in Archey's Frog (Leiopelma archeyi) from New Zealand ». Copeia 2002, no 1 (février 2002) : 204–7. http://dx.doi.org/10.1643/0045-8511(2002)002[0204:cpiasf]2.0.co;2.
Texte intégralOcock, Joanne. « What Role Do Threatened Species Lists Play in New Zealand Conservation ? » Pacific Conservation Biology 14, no 4 (2008) : 244. http://dx.doi.org/10.1071/pc080244.
Texte intégralBell, Ben D., Scott Carver, Nicola J. Mitchell et Shirley Pledger. « The recent decline of a New Zealand endemic : how and why did populations of Archey's frog Leiopelma archeyi crash over 1996–2001 ? » Biological Conservation 120, no 2 (novembre 2004) : 189–99. http://dx.doi.org/10.1016/j.biocon.2004.02.011.
Texte intégralShaw, Stephanie, Richard Speare, Denis H. Lynn, Gregor Yeates, Zeng Zhao, Lee Berger et Richard Jakob-Hoff. « Nematode and Ciliate Nasal Infection in Captive Archey's Frogs (Leiopelma archeyi) ». Journal of Zoo and Wildlife Medicine 42, no 3 (septembre 2011) : 473–79. http://dx.doi.org/10.1638/2010-0180.1.
Texte intégralBishop, PJ, R. Speare, R. Poulter, M. Butler, BJ Speare, A. Hyatt, V. Olsen et A. Haigh. « Elimination of the amphibian chytrid fungus Batrachochytrium dendrobatidis by Archey’s frog Leiopelma archeyi ». Diseases of Aquatic Organisms 84 (9 mars 2009) : 9–15. http://dx.doi.org/10.3354/dao02028.
Texte intégralShaw, SD, L. Berger, C. Harvey, MR Alley, PJ Bishop et R. Speare. « Adenomatous hyperplasia of the mucous glands in captive Archey’s frogs (Leiopelma archeyi) ». New Zealand Veterinary Journal 65, no 3 (30 novembre 2016) : 140–46. http://dx.doi.org/10.1080/00480169.2016.1255158.
Texte intégralRoy, Jolly, et Edin Suwarganda. « Archery : Emotion Intensity Regulation to Stay in the Zone during Olympic Competition ». International Journal of Psychological Studies 7, no 4 (28 octobre 2015) : 70. http://dx.doi.org/10.5539/ijps.v7n4p70.
Texte intégralWan Ahmad, Wan Nurlisa, Mohd Azrul Hisham Mohd Adib, Irdayanti Mat Nashir, Mon Redee Sut Txi, Fatin Nurfatehah Mat Salleh et Jing Rui Tang. « Anxiety status of junior archers in COVID-19 during training isolation period towards the shooting performance ». International Journal of Public Health Science (IJPHS) 12, no 1 (1 mars 2023) : 361. http://dx.doi.org/10.11591/ijphs.v12i1.21982.
Texte intégralMohd Saleh, Maisarah, Adam Linoby, Fatin Aqilah Abdul Razak, Nurul Ain Abu Kasim et Nur Atikah Mohamed Kassim. « THE RELATIONSHIP BETWEEN ARM MUSCLE STRENGTH, MUSCLE ENDURANCE, BALANCE AND DRAW FORCE LENGTH ON ARCHERY PERFORMANCE ». Malaysian Journal of Sport Science and Recreation (MJSSR) 18, no 1 (15 mars 2022) : 83. http://dx.doi.org/10.24191/mjssr.v18i1.17642.
Texte intégralPark, James L. « Optimising an archer’s foot position to obtain a competitive advantage ». Proceedings of the Institution of Mechanical Engineers, Part P : Journal of Sports Engineering and Technology 233, no 3 (mars 2019) : 402–7. http://dx.doi.org/10.1177/1754337119830569.
Texte intégralThèses sur le sujet "Archey's frog"
Ferrero, Chiara. « Structural behaviour of masonry arches on moving supports : from on-site observation to experimental and numerical analysis ». Doctoral thesis, Universitat Politècnica de Catalunya, 2021. http://hdl.handle.net/10803/672366.
Texte intégralDesde la antigüedad, los maestros constructores han utilizado el arco como elemento estructural para salvar grandes luces en estructuras de mampostería. En consecuencia, para la conservación del patrimonio arquitectónico es hoy en día de fundamental importancia la correcta verificación estructural de este tipo de elementos. Se ha observado frecuentemente que el desplazamiento de los apoyos es una de las principales causas de daño en arcos de mampostería. De entre las distintas causas que pueden provocar dicho desplazamiento, el deslizamiento de tierras ha recibido poca atención por parte de la comunidad científica. La presente tesis encuentra su motivación en el daño extenso y severo observado en los arcos de las iglesias de mampostería ubicadas en zonas expuestas a deslizamiento de tierras. Este fenómeno produce una combinación de desplazamientos verticales y horizontales, cuyo efecto en el comportamiento estructural de los arcos no ha sido investigado en profundidad, especialmente en lo relativo a grandes desplazamientos. Esta tesis aspira a contribuir al conocimiento del comportamiento mecánico de los arcos de mampostería sometidos a grandes desplazamientos de apoyos, con especial atención a los desplazamientos inclinados. La metodología utilitzada para dicho fin incluye ensayos experimentales y análisis numéricos en un modelo a escala de un arco de mampostería a junta seca. El modelo fue ensayado bajo diferentes combinaciones de desplazamientos horizontales y verticales en uno de sus apoyos. La simulación numérica fue desarrollada en el marco de grandes desplazamientos usando dos métodos numéricos diferentes: un modelo de elementos finitos (FE) y un modelo de bloques rígidos (RB). Los modelos fueron concebidos como un conjunto de dovelas rígidas con infinita resistencia a compresión en el modelo FE y como dovelas infinitamente rígidas en el modelo RB. En ambos modelos la interfaz entre dovelas fue modelada sin resistencia a tracción. Con el objetivo de diseñar la configuración experimental y adquirir una comprensión inicial de la respuesta del arco, se llevaron a cabo simulaciones numéricas preliminares en las cuales se consideró al arco estudiado como una estructura rígida. Para ello en el modelo FE del arco, la rigidez normal de la interfaz fue inicialmente caracterizada con un valor muy elevado. La campaña experimental fue llevada a cabo en modelos a escala 1:10. Los resultados de los ensayos experimentales permitieron, por primera vez en la literatura, un análisis preciso del efecto que tiene la dirección del desplazamiento impuesto en el comportamiento del arco en marco de grandes desplazamientos. La comparaci ón entre los resultados numéricos y experimentales mostró que los modelos numéricos no eran capaces de capturar de manera precisa la respuesta experimental. Para investigar esta discrepancia, se realizó un estudio de sensibilidad relativo al efecto de la rigidez normal de la interfaz sobre las predicciones del modelo FE. Los resultados demostraron que la diferencia entre los resultados numéricos y experimentales se debía a las imperfecciones de las juntas del modelo físico. Como consecuencia, se propuso la inclusión de imperfecciones en el modelo numérico. Para ello se calibró la rigidez normal de la interfaz según los resultados experimentales y el modelo se validó con nuevas simulaciones. Finalmente, con el fin de investigar el efecto de las imperfecciones en la respuesta del arco, se llevó a cabo otro ensayo con el mismo modelo experimental, pero añadiéndole imperfecciones. El ensayo fue simulado con un modelo calibrado FE. Los resultados obtenidos mostraron que las imperfecciones juegan un rol fundamental en la respuesta de arcos a pequeña escala con grandes desplazamientos en los apoyos. Además, la reducción de la rigidez normal de la interfaz con respecto al valor muy elevado inicialmente adoptado demostr ó ser una estrategia efectiva para simular las imperfecciones de los modelos experimentales.
Fin dall’antichità, i maestri costruttori hanno utilizzato gli archi per coprire grandi luci nelle strutture in muratura. Di conseguenza, ad oggi la valutazione della sicurezza di questi elementi strutturali gioca un ruolo fondamentale nella conservazione del patrimonio architettonico. A causa del loro frequente verificarsi, gli spostamenti degli appoggi sono una delle principali fonti di danno per gli archi in muratura. Tra le potenziali cause di questi spostamenti, le frane a cinematica lenta hanno ricevuto pochissima attenzione da parte della comunità scientifica. La presente tesi è motivata dall'osservazione di danni ingenti negli archi di chiese storiche in muratura interessate da frane a cinematica lenta. Questi fenomeni producono una combinazione di spostamenti verticali e orizzontali agli appoggi, il cui effetto sul comportamento strutturale dell'arco non è mai stato studiato a fondo in letteratura, soprattutto nell’ambito di grandi spostamenti. Alla luce di queste osservazioni, questa tesi si propone di fornire una piena comprensione della meccanica degli archi in muratura soggetti a grandi spostamenti degli appoggi, con particolare attenzione agli spostamenti inclinati. La metodologia utilizzata per raggiungere questo obiettivo ha incluso sia prove sperimentali che analisi numeriche su un arco ribassato in muratura di giunti a secco in piccola scala, in cui sono state applicate diverse combinazioni di spostamenti orizzontali e verticali in corrispondenza di un appoggio. Le simulazioni numeriche sono state eseguite nell’ambito dei gradi spostamenti utilizzando due diversi approcci numerici basati su una modellazione ad elementi finiti (FE) ed una modellazione a blocchi rigidi (RB). È stata adottata una strategia di micro-modellazione, in cui l'arco è stato modellato come un assemblaggio di blocchi, molto rigidi e infinitamente resistenti a compressione nel modello FE e infinitamente rigidi nel modello RB. In entrambi i modelli i blocchi erano collegati da interfacce senza resistenza a trazione. Simulazioni numeriche preliminari, finalizzate a progettare il set-up sperimentale e ad acquisire una prima conoscenza della risposta dell'arco, sono state eseguite considerando l'arco come una struttura rigida non resistente a trazione. A tal fine, nel modello FE è stato adottato un valore molto elevato di rigidezza normale delle interfacce. Un’ampia campagna sperimentale è stata eseguita su un modello in scala 1:10 costruito come un assemblaggio a secco di blocchi realizzati con un materiale composito bicomponente. I risultati delle prove sperimentali hanno permesso, per la prima volta in letteratura, di valutare con precisione l'effetto della direzione degli spostamenti imposti sulla risposta dell'arco nell’ambito dei grandi spostamenti. Il confronto tra i risultati numerici e sperimentali ha mostrato che i modelli numerici non erano in grado di cogliere in maniera accurata la risposta sperimentale, specialmente in termini di spostamento ultimo al collasso. Al fine di indagare le ragioni di questa discrepanza, è stata quindi eseguita un'analisi di sensitività relativa all’effetto della rigidezza normale delle interfacce sulle previsioni del modello FE. I risultati hanno dimostrato che la differenza tra risultati numerici e sperimentali poteva essere attribuita alle imperfezioni, e conseguente deformabilità, delle interfacce del modello fisico. Una strategia per includere le imperfezioni nella modellazione numerica, consistente nel calibrare la rigidezza normale delle interfacce sulla base dei risultati sperimentali, è stata quindi proposta e validata attraverso ulteriori simulazioni FE, i cui risultati si sono rivelati in ottimo accordo con le evidenze sperimentali. Infine, per indagare l'effetto delle imperfezioni geometriche sulla risposta dell'arco, è stata eseguita un’ulteriore prova sperimentale su un modello fisico costituito da blocchi dello stesso materiale composito bicomponente che presentavano però più imperfezioni. Al fine di validare ulteriormente la strategia proposta per modellare le imperfezioni, la prova sperimentale è stata simulata utilizzando un modello FE calibrato. Il confronto tra i risultati sperimentali per i due modelli fisici ha mostrato che le imperfezioni giocano un ruolo fondamentale nella risposta di archi in piccola scala a grandi spostamenti degli appoggi. Inoltre, ridurre la normale rigidezza dell'interfaccia rispetto al valore molto alto adottato per modellare interfacce rigide si è rivelata una strategia efficace per simulare la quantità di imperfezioni dei modelli sperimentali
Enginyeria de la construcció
FERRERO, CHIARA. « Structural Behaviour of Masonry Arches on Moving Supports : from On-site Observation to Experimental and Numerical Analysis ». Doctoral thesis, Università degli studi di Genova, 2021. http://hdl.handle.net/11567/1049725.
Texte intégralCohen, Rhonda. « The relationship between personality, sensation seeking, reaction time and sport participation : evidence from drag racers, sport science students and archers ». Thesis, Middlesex University, 2012. http://eprints.mdx.ac.uk/9871/.
Texte intégralBerthon, William. « Bioarchaeological analysis of the mounted archers from the Hungarian Conquest period (10th century) : Horse riding and activity-related skeletal changes ». Thesis, Paris Sciences et Lettres (ComUE), 2019. http://www.theses.fr/2019PSLEP061.
Texte intégralSome changes observed on human bones can be related to activities practiced during life. Scholars have considered the reconstruction of activities from skeletal changes in past populations as “Bioarchaeology’s Holy Grail”. Horse riding, in particular, has interested bioarchaeologists and paleopathologists for several decades as it brought profound and lasting changes in the history of human cultural evolution. However, the existence of various confounding factors and the lack of clear contextual evidence in connection with the skeletal remains often result in limited or unreliable interpretations of skeletal changes in terms of specific activities. Archaeological and historical sources attest that tribes of semi-nomadic populations conquered the Carpathian Basin with powerful armies of mounted archers at the turn of the 9th and 10th centuries, which led to the foundation of the Kingdom of Hungary in the year 1000/1001. Cemeteries from that period often provide cases of deposits of archery and horse riding equipment as well as horse bones associated with the individuals in the graves. Those populations are, thus, among the most pertinent to be used to perform methodological investigations on activity-related skeletal changes, and, on horse riding, in particular. We selected a sample of 67 individuals from the 10th-century Hungarian cemetery of Sárrétudvari-Hízóföld, in order to analyze the individuals according to the presence or absence of riding deposit in their grave. A modern comparison group of 47 presumed non-rider individuals from the documented collection of Lisbon was also selected. Only adult males were included to limit the effect of sex and age on the changes. The main objectives were to identify skeletal changes reliably related to the practice of horse riding and to improve our understanding of the populations from the Hungarian Conquest period. Various types of skeletal changes were analyzed, including some entheseal changes (at muscles attachment sites), joint changes, vertebral changes, morphological variants, and traumatic lesions. Measurements of the lower limb bones were also used to calculate indices of shape and robusticity. Statistical analyses mostly revealed significant differences between the Hungarian groups with or without riding deposit and the comparison group from Lisbon. They concerned especially some entheseal changes at the coxal bone, femur, tibia, and calcaneus, a morphological adaptation on the femoral neck, intervertebral disc herniations at the thoracolumbar junction, or the ovalization of the acetabulum on the coxal bone. All these traits can be linked to the riding posture, and, thus, seem to be promising indicators for the practice of horse riding. On another note, comparisons between groups revealed that the Hungarian individuals without deposit in their grave were likely riding horses as well. Among the limitations calling for caution is the restricted size of our archaeological samples, which is one of the points that should be improved in the future. In addition, some skeletal changes, such as the entheseal changes, have a multifactorial etiology, which represents a limitation for their interpretation. In that regard, we performed the exploratory analysis of the microarchitecture of an enthesis, the radial tuberosity. Using micro-CT acquisitions and 3D reconstructions of the canals of the cortical bone, we observed that some microstructural variations could allow, with further research, distinguishing entheseal changes related to activity from those related to other factors, thus contributing to more reliable reconstructions of the activities in past populations. In the end, we emphasize that the selection of a pertinent anthropological collection, with direct evidence of the practice of an activity, and the application of strict methodological criteria, are determinant factors for the reliable identification of activity-related skeletal changes
BUTTARAZZI, MARIA ANTONIETTA. « Hystorical Rules and Theories on Masonry Arches from the Renaissance to Monasterio and Persy ». Doctoral thesis, 2013. http://hdl.handle.net/11573/916758.
Texte intégralYu, Chih-Lung, et 余志隆. « A Study of How Olympic Student Archers from Taiwan Have Achieved from Taiwan Have Achieved both Academic and Athletic Success ». Thesis, 2012. http://ndltd.ncl.edu.tw/handle/12268688466438680894.
Texte intégral國立體育大學
運動技術研究所
100
The purpose of this study was to analyze the archery training process ant the academic learning process of Taiwan’s outstanding student archers so as to understand how they can engage in effective academic learning and athletic training. Using qualitative research, I collected data from three Olympic student archers with great sporting achievements and master’s degrees. One of them is pursuing a doctoral degree. Data collection includes semi-structured interviews, training and competition photos of the interviewees, photos and documents of the interviewees participating in symposiums and related disciplines activities. Through open coding of data collected and analyzed, participants’ inspection, and triangulation, the credibility of this study was established. The results were as follows: (1) All the interviewees have archery talent. (2) They are committed to sharpening their archery skills. (3) They reflect all the time. (4) They demonstrate the ability of efficient time control. They invest their time wisely in learning and training. (5) Due to a weak academic base, they face the challenge of role conflict when entering the doctoral stage. They have to choose between academics and athletics. They even have to make a choice between retirement from athletics and leave of absence from school.
Livres sur le sujet "Archey's frog"
Milani, Gabriele, et Vasilis Sarhosis, dir. From Corbel Arches to Double Curvature Vaults. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8.
Texte intégralFowler, Donald D. The Archers, an old Virginia family--including the allied families from George Archer to Elizabeth Archer Fowler, 1636-1989 : A history. Alexandria, Va : D.D. Fowler, 1989.
Trouver le texte intégralLeonardo, Romero, Walsh, Michael (Comic book artist), Bellaire Jordie, Sabino Joe, Tedesco Julian Totino ill et Thompson Kelly 1976-, dir. Hawkeye : Anchor points. New York, NY : Marvel Worldwide, Incorporated, 2017.
Trouver le texte intégralLtd, Shaw &. Sons. Archer's Compound Interest & Annuity Tables : Rates from One-Half to 3 Percent (Archer's Compound Interest & Annuity Tables). Hyperion Books, 1988.
Trouver le texte intégral(Contributor), Peter Barkworth, dir. Four Short Stories from Jeffrey Archer's a Quiver Full of Arrows. DH Audio, 1987.
Trouver le texte intégralNiles, Emoke. Arches of Sky : Selections from the Poetry. Authorhouse, 2001.
Trouver le texte intégralArch of Titus : From Jerusalem to Rome--And Back. BRILL, 2021.
Trouver le texte intégralJohnson, Robert. Archer's Revenge : A story from the Hundred Years War : The Battle of Poitiers. CreateSpace Independent Publishing Platform, 2011.
Trouver le texte intégralHow Delicate These Arches : Footnotes from the Four Corners. Ravens Eye Press LLC, 2011.
Trouver le texte intégralMomentary songs : They that are delivered from the noise of the archers. San Francisco, CA : Krupskaya, 2008.
Trouver le texte intégralChapitres de livres sur le sujet "Archey's frog"
García, Julián, Carlos Martín, Roberto Molinos, Joaquín Grau et Juan Manuel Pérez. « Digital Setting Out Techniques for Tile Vaults Without Formwork ». Dans From Corbel Arches to Double Curvature Vaults, 61–78. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_4.
Texte intégralTorre, Stefano Della, et Lorenzo Cantini. « Historical Review of Masonry Arches and Vaults. Trends in Historic Preservation and the Relevance of Understanding Curved Masonry Structures ». Dans From Corbel Arches to Double Curvature Vaults, 21–38. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_2.
Texte intégralGrillanda, Nicola, Andrea Chiozzi et Gabriele Milani. « NURBS-Based Limit Analysis of Masonry Vaults ». Dans From Corbel Arches to Double Curvature Vaults, 205–31. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_8.
Texte intégralYuan, Yu, Gabriel Stockdale et Gabriele Milani. « Survey and Monitoring Methods for Masonry Arches and Vaults ». Dans From Corbel Arches to Double Curvature Vaults, 39–60. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_3.
Texte intégralRamage, Michael H., Ana Gatóo et M. Wesam Al Asali. « Complex Simplicity—Design of Innovative Sustainable Thin-Shell Masonry Structures ». Dans From Corbel Arches to Double Curvature Vaults, 257–81. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_10.
Texte intégralLemos, José V., Francesca Gobbin, Tamás Forgács et Vasilis Sarhosis. « Discrete Element Modelling of Masonry Arch Bridges, Arches and Vaults ». Dans From Corbel Arches to Double Curvature Vaults, 233–56. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_9.
Texte intégralMilani, Gabriele, et Vasilis Sarhosis. « Introduction ». Dans From Corbel Arches to Double Curvature Vaults, 1–20. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_1.
Texte intégralHua, Yiwei, et Gabriele Milani. « Rigid Block Limit Analysis of Masonry Arches with Associated and Non-associated Slides ». Dans From Corbel Arches to Double Curvature Vaults, 169–203. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_7.
Texte intégralBianchini, Nicoletta, Angelo Gaetani, Nuno Mendes et Paulo B. Lourenço. « Experimental Behaviour of Masonry : Static and Dynamic Behaviour of Arches and Vaults ». Dans From Corbel Arches to Double Curvature Vaults, 79–121. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_5.
Texte intégralAita, Danila. « Revisiting Classic Methods for the Equilibrium Analysis of Masonry Arches and Domes ». Dans From Corbel Arches to Double Curvature Vaults, 123–68. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12873-8_6.
Texte intégralActes de conférences sur le sujet "Archey's frog"
PERDEREAU, O. « RESULTS FROM THE ARCHEOPS CMB EXPERIMENT ». Dans Proceedings of the MG10 Meeting held at Brazilian Center for Research in Physics (CBPF). World Scientific Publishing Company, 2006. http://dx.doi.org/10.1142/9789812704030_0157.
Texte intégralAlsheghri, Ammar, Farnoosh Ghadiri, Ying Zhang, Olivier Lessard, Julia Keren, Farida Cheriet et François Guibault. « Semi-supervised segmentation of tooth from 3D scanned dental arches ». Dans Image Processing, sous la direction de Ivana Išgum et Olivier Colliot. SPIE, 2022. http://dx.doi.org/10.1117/12.2612655.
Texte intégralZeller, Marc, Kai Hofig et Jean-Pascal Schwinn. « ArChes — Automatic generation of component fault trees from continuous function charts ». Dans 2017 IEEE 15th International Conference on Industrial Informatics (INDIN). IEEE, 2017. http://dx.doi.org/10.1109/indin.2017.8104836.
Texte intégralCacace, D., V. Corlito, M. Zizi, G. De Matteis et P. Roca. « Seismic Behaviour Analysis of Diaphragm Arches : Case Studies from Catalan Gothic Churches ». Dans 12th International Conference on Structural Analysis of Historical Constructions. CIMNE, 2021. http://dx.doi.org/10.23967/sahc.2021.224.
Texte intégralMahajan, V. M. « On the deformation of layered composite arches using exponential shear and normal deformation theory ». Dans Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-71.
Texte intégralWerner, Jonathan, Navan Chawla, Misha Vickar et Matthias Peltz. « Evaluation of Non-Prismatic Open Cross-Section Bridge Arch for the Toronto Port Lands Bridges ». Dans IABSE Symposium, Prague 2022 : Challenges for Existing and Oncoming Structures. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1511.
Texte intégralBurkhard, Lukas, Ryo Sakagami, Kristin Lakatos, Heinrich Gmeiner, Peter Lehner, Josef Reill, Marcus G. Müller, Maximilian Durner et Armin Wedler. « Collaborative Multi-Rover Crater Exploration : Concept and Results from the ARCHES Analog Mission ». Dans 2024 IEEE Aerospace Conference. IEEE, 2024. http://dx.doi.org/10.1109/aero58975.2024.10521301.
Texte intégralMaharana, Priyabrata, Ahmad Shaikh et G. K. Ananthasuresh. « Dynamic Offloading and Selective Redistribution of Plantar Pressure Using Connected Shallow Arches ». Dans ASME 2023 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/detc2023-116444.
Texte intégralKrivonos, Roman. « NuSTAR observation of the Arches cluster : X-ray spectrum extraction from a 2D image ». Dans 11th INTEGRAL Conference Gamma-Ray Astrophysics in Multi-Wavelength Perspective. Trieste, Italy : Sissa Medialab, 2017. http://dx.doi.org/10.22323/1.285.0078.
Texte intégralVandenbergh, Alex. « Terra Cotta Flat Arches : A Historic Modern-Day Challenge ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2542.
Texte intégralRapports d'organisations sur le sujet "Archey's frog"
Barbie, Alexander. ARCHES Digital Twin Framework. GEOMAR, décembre 2022. http://dx.doi.org/10.3289/sw_arches_core_1.0.0.
Texte intégralWeissinger, Rebecca, et Dana Witwicki. Riparian monitoring of wadeable streams at Courthouse Wash, Arches National Park : Summary report, 2010–2019. Sous la direction de Alice Wondrak Biel. National Park Service, novembre 2021. http://dx.doi.org/10.36967/nrr-2287907.
Texte intégralWeissinger, Rebecca, et Carolyn Hackbarth. Water quality in the Northern Colorado Plateau Network : Water years 2019?2022. National Park Service, 2024. http://dx.doi.org/10.36967/2304433.
Texte intégralAllen, Luke, Robert Haehnel et Yonghu Wenren. South Pole Station snowdrift model. Engineer Research and Development Center (U.S.), août 2022. http://dx.doi.org/10.21079/11681/44943.
Texte intégralSommer, Stefan, Sascha Flögel, Michael Walter et Frank Wenzhöfer. Autonomous Robotic Network to Resolve Coastal Oxygen Dynamics : Cruise No. AL547, 20.10. – 31.10.2020, Kiel – Kiel, ARCODYN. GEOMAR Helmholtz Centre for Ocean Research Kiel, 2022. http://dx.doi.org/10.3289/cr_al547.
Texte intégralWeissinger, Rebecca. Evaluation of hanging-garden endemic-plant monitoring at Southeast Utah Group national parks, 2013–2020. Sous la direction de Alice Wondrak Biel. National Park Service, octobre 2022. http://dx.doi.org/10.36967/2294868.
Texte intégralHackbarth, Carolyn, et Rebeca Weissinger. Water quality in the Northern Colorado Plateau Network : Water years 2016–2018 (revised with cost estimate). National Park Service, novembre 2023. http://dx.doi.org/10.36967/nrr-2279508.
Texte intégral2022 Arches National Park Visitor Spending and Experience Study (Final Report and Appendices on 2022 Data Collection). National Park Service, 2023. http://dx.doi.org/10.36967/2301574.
Texte intégral2021 Arches National Park Visitor Spending and Experience Study (Final Report and Appendices on 2021 Data Collection). National Park Service, 2023. http://dx.doi.org/10.36967/2301570.
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