Asosiy kontentga oʻtish
AkademScholar

Mahsulotlar

Ishlab chiquvchilar uchun

AkademBasetez oradaDasturchilar API
Mualliflar

Ibrakhim Mirzaev

Soʻnggi maʼlum muassasa:
Tashkent State University of Economics
ORCID:
0000-0002-8616-9717
6
h-indeks
4
i10-indeksi
120
Iqtiboslar
42
Asarlar
Vaqt boʻyicha

Vaqt boʻyicha tahlil

Iqtibos sharhi

Yillar boʻyicha nashrlar (ustun) va iqtiboslar (chiziq)

  • Nashrlar
  • Iqtiboslar
03581001325385019731975197620202021202220232024202520261973: Nashrlar 1, Iqtiboslar 01975: Nashrlar 1, Iqtiboslar 01976: Nashrlar 1, Iqtiboslar 02020: Nashrlar 1, Iqtiboslar 12021: Nashrlar 6, Iqtiboslar 142022: Nashrlar 8, Iqtiboslar 112023: Nashrlar 7, Iqtiboslar 322024: Nashrlar 6, Iqtiboslar 202025: Nashrlar 6, Iqtiboslar 332026: Nashrlar 5, Iqtiboslar 9

Iqtibos tarixi

01325385019731975197620202021202220232024202520261973: Iqtiboslar 01975: Iqtiboslar 01976: Iqtiboslar 02020: Iqtiboslar 12021: Iqtiboslar 142022: Iqtiboslar 112023: Iqtiboslar 322024: Iqtiboslar 202025: Iqtiboslar 332026: Iqtiboslar 9

Nashr tarixi

03581019731975197620202021202220232024202520261973: Nashrlar 11975: Nashrlar 11976: Nashrlar 12020: Nashrlar 12021: Nashrlar 62022: Nashrlar 82023: Nashrlar 72024: Nashrlar 62025: Nashrlar 62026: Nashrlar 5

h-indeks evolyutsiyasi

Yillar boʻyicha jamlangan h-indeks

03581019731975197620202021202220232024202520261973: h-indeks 01975: h-indeks 01976: h-indeks 02020: h-indeks 12021: h-indeks 22022: h-indeks 32023: h-indeks 42024: h-indeks 62025: h-indeks 62026: h-indeks 6

Eng koʻp iqtibos qilingan asarlar

  1. Influence of the Vertical Earthquake Component on the Shear Vibration of Buildings on Sliding Foundations202113 iqtibos
  2. Earthquake Resistance Assessment of Buried Pipelines of Complex Configuration Based on Records of Real Earthquakes202112 iqtibos
  3. Comparison of the impacts of harmonic and seismic waves on an underground pipeline during the Gazli earthquake202112 iqtibos
  4. Numerical methods in the study of seismic dynamics of underground pipelines202011 iqtibos
  5. Calculation of the stress-strain state of monolithic bridges on the action of real seismic impacts20236 iqtibos
  6. Theoretical values of the interaction parameters of the underground pipeline with the soil20225 iqtibos
  7. Wave processes in an extended underground pipeline interacting with soil according to the model of an “ideal elastoplastic body”20215 iqtibos
  8. EXPERIMENTAL DETERMINATION OF DYNAMIC COEFFICIENT OF AMONTON-COULOMB DRY FRICTION20243 iqtibos
  9. Study of the uplift of buried pipelines in liquefied soils based on the earthquake record20243 iqtibos
  10. Seismic Isolation of NPP Turbine Unit Using Dry Friction Devices20232 iqtibos
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