Asosiy kontentga oʻtish
AkademScholar

Mahsulotlar

Ishlab chiquvchilar uchun

AkademBasetez oradaDasturchilar API
Mualliflar

Sabida Ismoilova

Soʻnggi maʼlum muassasa:
Academy of Sciences Republic of Uzbekistan
ORCID:
0000-0002-6692-7971
4
h-indeks
2
i10-indeksi
41
Iqtiboslar
10
Asarlar
Vaqt boʻyicha

Vaqt boʻyicha tahlil

Iqtibos sharhi

Yillar boʻyicha nashrlar (ustun) va iqtiboslar (chiziq)

  • Nashrlar
  • Iqtiboslar
0120510152020192020202120222023202520262019: Nashrlar 2, Iqtiboslar 42020: Nashrlar 2, Iqtiboslar 122021: Nashrlar 0, Iqtiboslar 42022: Nashrlar 2, Iqtiboslar 02023: Nashrlar 0, Iqtiboslar 62025: Nashrlar 2, Iqtiboslar 132026: Nashrlar 2, Iqtiboslar 2

Iqtibos tarixi

0510152020192020202120222023202520262019: Iqtiboslar 42020: Iqtiboslar 122021: Iqtiboslar 42022: Iqtiboslar 02023: Iqtiboslar 62025: Iqtiboslar 132026: Iqtiboslar 2

Nashr tarixi

01220192020202120222023202520262019: Nashrlar 22020: Nashrlar 22021: Nashrlar 02022: Nashrlar 22023: Nashrlar 02025: Nashrlar 22026: Nashrlar 2

h-indeks evolyutsiyasi

Yillar boʻyicha jamlangan h-indeks

0134520192020202120222023202520262019: h-indeks 12020: h-indeks 22021: h-indeks 22022: h-indeks 22023: h-indeks 22025: h-indeks 42026: h-indeks 4

Eng koʻp iqtibos qilingan asarlar

  1. Wave processes in determining mechanical characteristics of soils201916 iqtibos
  2. Variable moduli of soil strain201910 iqtibos
  3. Force properties of longitudinal interaction of the underground pipeline with soil20205 iqtibos
  4. Dynamic stress state of underground pipelines at junctions20205 iqtibos
  5. Strength of the yarns at high velocities of their motion in technological processes of textile production20223 iqtibos
  6. Deterministic method to calculate the strength of cotton yarns20222 iqtibos
  7. Determination of strain moduli parameters of cotton yarn under the change in its structure20250 iqtibos
  8. Influence of elastic, viscous, and plastic properties on the stress-strain state of yarns under irregular dynamic loads20250 iqtibos
  9. Computational features of numerical solution of non–stationary wave problems for an underground pipeline under seismic impacts20260 iqtibos
  10. Impact of a Deformable Cylinder with a Rigid Barrier: A Numerical Solution20260 iqtibos