Relevant bibliographies by topics / Established structures

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  1. Journal articles

Academic literature on the topic 'Established structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "Established structures"

1

Kacperczyk, Aleksandra J. "Opportunity Structures in Established Firms." Administrative Science Quarterly 57, no. 3 (2012): 484–521. http://dx.doi.org/10.1177/0001839212462675.

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2

Abouljoud, M., G. Klintmalm, and S. Whitehouse. "Transplant Organizational Structures: Viewpoints From Established Centers." American Journal of Transplantation 12, no. 10 (2012): 2623–29. http://dx.doi.org/10.1111/j.1600-6143.2012.04189.x.

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3

Altenstetter, Christa, and Reinhard Busse. "Health Care Reform in Germany: Patchwork Change within Established Governance Structures." Journal of Health Politics, Policy and Law 30, no. 1-2 (2005): 121–42. http://dx.doi.org/10.1215/03616878-30-1-2-121.

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4

von Schleyer, P. Rague, and Christoph Maerker. "Exact structures of carbocations established by combined computational and experimental methods." Pure and Applied Chemistry 67, no. 5 (1995): 755–60. http://dx.doi.org/10.1351/pac199567050755.

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5

Kalinina, Olga V., Oliver Wichmann, Gordana Apic, and Robert B. Russell. "Combinations of Protein-Chemical Complex Structures Reveal New Targets for Established Drugs." PLoS Computational Biology 7, no. 5 (2011): e1002043. http://dx.doi.org/10.1371/journal.pcbi.1002043.

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6

Hanegan, Kevin, Adrian Pearson, and Chris Williams. "INVESTIGATING LOW-CRESTED BREAKWATER PERFORMANCE FOR THE DESIGN OF THE NEW ORLEANS MUNICIPAL YACHT HARBOR." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 58. http://dx.doi.org/10.9753/icce.v36.structures.58.

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The New Orleans Municipal Yacht Harbor (MYH) is located on the south shore of Lake Pontchartrain, 6 miles north of downtown New Orleans. The harbor was damaged during Hurricane Katrina in 2005, and recent city planning efforts have proposed reconstruction of the harbor interior. Moffatt & Nichol led the design, including the hydrodynamic study which established the marine design criteria. The site is exposed to high surge events which can inundate the harbor’s broad, low-crested earthen breakwater and allow waves to transmit directly into the interior.
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7

Yuksel, Z. Tugce, and Nobuhisa Kobayashi. "COMPARISON OF SILL AND REVETMENT IN REDUCING SHORE EROSION AND WAVE OVERTOPPING." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 25. http://dx.doi.org/10.9753/icce.v36.structures.25.

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Sills (low–crested rubble mounds) are constructed to protect eroding bluffs and planted marshes in living shoreline projects (http://mycopri.org). Revetments are conventionally used to protect eroding shores and reduce wave overtopping and damage to backshore areas. However, revetment construction may result in loss of buffering wetlands. On the other hand, no established method exists to design the sill geometry (crest height, width and side slopes) and its distance from the eroding shore. This study compares the efficacies of the two different rubble structures with the same number of stones in order to clarify their similarity and difference for the purpose in reducing shore erosion and wave overtopping.
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8

Esteban, Miguel, Izumi Morikubo, Tomoya Shibayama, et al. "STABILITY OF RUBBLE MOUND BREAKWATERS AGAINST SOLITARY WAVES." Coastal Engineering Proceedings 1, no. 33 (2012): 9. http://dx.doi.org/10.9753/icce.v33.structures.9.

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No formulas currently exist to design armour units against tsunami attack. To develop such formulae, laboratory experiments were carried out to clarify the failure mechanism of these types of structures. Also, the behavior of armour units against real cases of tsunami attack during the 2011 Tohoku tsunami were evaluated. Both the results of the laboratory experiments and the breakwaters studied in the field where then analyzed in terms of well established formulas such as that of Van der Meer or Hudson. The design of structures that only fail partially during a given tsunami event (“resilient” or “tenacious” structures) should be prioritized in future counter-measures, and in order to make it possible to construct such structures a modification of the Hudson formula for their design is proposed.
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9

Li, Wenchang, Takashi Harumoto, Yoshio Nakamura, and Ji Shi. "Primitive exchange coupling in CoPt/MnN layered structures: Exchange coupling established during deposition." Journal of Magnetism and Magnetic Materials 538 (November 2021): 168331. http://dx.doi.org/10.1016/j.jmmm.2021.168331.

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10

Liu, Xiao. "Reliability Analysis of Engineering Structures." Applied Mechanics and Materials 333-335 (July 2013): 2262–65. http://dx.doi.org/10.4028/www.scientific.net/amm.333-335.2262.

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Introduces the concept and content of engineering structural reliability and reliability and reliable indexes, and considering the engineering structure reliability analysis of randomness and fuzziness, the fuzzy random reliability analysis model was established
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