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AkademScholar

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Ishlab chiquvchilar uchun

AkademBasetez oradaDasturchilar API
Mualliflar

K. S. Sultanov

Soʻnggi maʼlum muassasa:
Academy of Sciences Republic of Uzbekistan
ORCID:
0000-0002-5526-9862
9
h-indeks
8
i10-indeksi
170
Iqtiboslar
18
Asarlar
Vaqt boʻyicha

Vaqt boʻyicha tahlil

Iqtibos sharhi

Yillar boʻyicha nashrlar (ustun) va iqtiboslar (chiziq)

  • Nashrlar
  • Iqtiboslar
01345025507510020162018201920202021202220232024202520262016: Nashrlar 1, Iqtiboslar 02018: Nashrlar 0, Iqtiboslar 22019: Nashrlar 0, Iqtiboslar 182020: Nashrlar 0, Iqtiboslar 572021: Nashrlar 3, Iqtiboslar 252022: Nashrlar 2, Iqtiboslar 202023: Nashrlar 0, Iqtiboslar 192024: Nashrlar 1, Iqtiboslar 32025: Nashrlar 0, Iqtiboslar 102026: Nashrlar 0, Iqtiboslar 7

Iqtibos tarixi

025507510020162018201920202021202220232024202520262016: Iqtiboslar 02018: Iqtiboslar 22019: Iqtiboslar 182020: Iqtiboslar 572021: Iqtiboslar 252022: Iqtiboslar 202023: Iqtiboslar 192024: Iqtiboslar 32025: Iqtiboslar 102026: Iqtiboslar 7

Nashr tarixi

0134520162018201920202021202220232024202520262016: Nashrlar 12018: Nashrlar 02019: Nashrlar 02020: Nashrlar 02021: Nashrlar 32022: Nashrlar 22023: Nashrlar 02024: Nashrlar 12025: Nashrlar 02026: Nashrlar 0

h-indeks evolyutsiyasi

Yillar boʻyicha jamlangan h-indeks

03581020162018201920202021202220232024202520262016: h-indeks 22018: h-indeks 32019: h-indeks 32020: h-indeks 72021: h-indeks 82022: h-indeks 82023: h-indeks 92024: h-indeks 92025: h-indeks 92026: h-indeks 9

Eng koʻp iqtibos qilingan asarlar

  1. Dynamic deformation of the contact layer when there is shear interaction between a body and the soil201526 iqtibos
  2. Wave Theory of Seismic Resistance of Underground Pipelines202124 iqtibos
  3. Nonlinear deformation laws for composite threads in extension201511 iqtibos
  4. Waves in a viscoelastic bar surrounded by soils under smooth loading201410 iqtibos
  5. Determination of the Slump-Type Settlement of a Nonlinearly Deformable Soil Mass during Wetting200210 iqtibos
  6. State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting20019 iqtibos
  7. CONTACT INTERACTION OF AN UNDERGROUND PIPELINE WITH SOIL UNDER DYNAMIC IMPACTS20245 iqtibos
  8. Mathematical model of interaction of solid bodies with soil upon their relative displacement19934 iqtibos
  9. Strength of the yarns at high velocities of their motion in technological processes of textile production20223 iqtibos
  10. Experimental determination of cotton yarn strength at different speeds of movement obtained by various technological methods20213 iqtibos
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