68 results on '"Kaya, Abidin"'
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2. New self-dual codes of length 68 from a $ 2 \times 2 $ block matrix construction and group rings
3. Composite matrices from group rings, composite G-codes and constructions of self-dual codes
4. New self-dual codes from $ 2 \times 2 $ block circulant matrices, group rings and neighbours of neighbours
5. Constructing self-dual codes from group rings and reverse circulant matrices
6. 2 Bordered constructions of self-dual codes from group rings
7. New extremal binary self-dual codes of length 68 from generalized neighbors
8. A modified bordered construction for self-dual codes from group rings
9. Modified quadratic residue constructions and new extremal binary self-dual codes of lengths 64, 66 and 68
10. Double bordered constructions of self-dual codes from group rings over Frobenius rings
11. New extremal self-dual binary codes of length 68 via composite construction, 𝔽2 + u𝔽2 lifts, extensions and neighbours
12. New extremal self-dual binary codes of length 68 via composite construction, 𝔽2 + u𝔽2 lifts, extensions and neighbours
13. New extremal binary self-dual codes from a Baumert–Hall array
14. An altered four circulant construction for self-dual codes from group rings and new extremal binary self-dual codes I
15. Quadruple bordered constructions of self-dual codes from group rings
16. Bordered constructions of self-dual codes from group rings and new extremal binary self-dual codes
17. Constructions for self-dual codes induced from group rings
18. Self-dual codes over Z4[x]/(x2 + 2x) and the Z4-images
19. Self-dual codes over Z4[x]/(x2 + 2x) and the Z4-images
20. Roles of income, price and household size on residential electricity consumption: Comparison of Hawaii with similar climate zone states
21. On Self-Dual Z2Z2[u]-linear Codes
22. New extremal binary self-dual codes of lengths 64 and 66 from R2-lifts
23. NEW EXTREMAL BINARY SELF-DUAL CODES OF LENGTHS 66 AND 68 FROM CODES OVER Rk,m
24. Potential Use of Tire Rubber and Ebonite in Asphalt: Synthesis Study
25. Potential Use of Tire Rubber and Ebonite in Asphalt: Synthesis Study : Executive Summary
26. New extremal binary self-dual codes from a modified four circulant construction
27. Constructions of self-dual codes and formally self-dual codes over rings
28. Various constructions for self-dual codes over rings and new binary self-dual codes
29. Time-based electricity pricing for large-volume customers: A comparison of two buildings under tariff alternatives
30. New extremal binary self-dual codes from F4+uF4-lifts of quadratic circulant codes over F4
31. An analysis of load reduction and load shifting techniques in commercial and industrial buildings under dynamic electricity pricing schedules
32. Quadratic residue codes over and their Gray images
33. New extremal binary self-dual codes of length 68 from quadratic residue codes overF2+uF2+u2F2
34. New extremal binary self-dual codes of length 68
35. On Reed–Muller codes over and some applications
36. Compaction and volumetric shrinkage of bentonitic mixtures
37. Specific surface area effect on compressibility behaviour of clayey soils
38. New extremal binary self-dual codes of length 58 as R3-lifts from the shortened binary Hamming code
39. Hydraulic conductivity of zeolite–bentonite mixtures in comparison with sand–bentonite mixtures
40. Method dependency of relationships between specific surface area and soil physicochemical properties
41. Revisiting correlations between index properties and residual friction angle of natural soils using artificial neural networks
42. Removal of TDS from Cooling Tower Water by Using EDTA-Modified Bagasse Fibers
43. Artificial neural network study of observed pattern of scour depth around bridge piers
44. Energy consumption trends in Hawaii
45. Discussion of “Swelling characteristics of bentonite in artificial seawater”Appears in Canadian Geotechnical Journal, 46(2): 177–189.
46. Relating equal smectite content and basal spacing to the residual friction angle of soils
47. Conservation vs. renewable energy: Cases studies from Hawaii
48. Suitability of the methylene blue test for surface area, cation exchange capacity and swell potential determination of clayey soils
49. Seawater effect on consistency limits and compressibility characteristics of clays
50. Geomechanics of Landfills—Innovative Technology for Liners
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