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Authors

Anora Karimova

Last known institution:
Tashkent State Transport University
5
h-index
3
i10-index
51
Citations
9
Works
Trends over time

Performance over time

Citation overview

Publications (bars) and citations (line) by year

  • Publications
  • Citations
01345013253850202120232024202520262021: Publications 2, Citations 02023: Publications 3, Citations 112024: Publications 0, Citations 42025: Publications 3, Citations 312026: Publications 1, Citations 5

Citation history

013253850202120232024202520262021: Citations 02023: Citations 112024: Citations 42025: Citations 312026: Citations 5

Publication history

01345202120232024202520262021: Publications 22023: Publications 32024: Publications 02025: Publications 32026: Publications 1

h-index evolution

Cumulative h-index by year

01345202120232024202520262021: h-index 02023: h-index 22024: h-index 22025: h-index 52026: h-index 5

Most-cited works

  1. Experimental and theoretical assessment of the long-term strength of lightweight concrete and its components under compression and tension, taking into account the macrostructure of the material202113 citations
  2. Assessment of strength and deformation of lightweight concrete and its components under triaxial compression, taking into account the macrostructure of the material202113 citations
  3. Calculation of monolithic bridges taking into account seismic conditions of Republic of Uzbekistan202310 citations
  4. Calculation of Continuous Reinforced Concrete Bridges And Overpasses Inseismically Hazardous Areas20239 citations
  5. Calculation of the stress-strain state of monolithic bridges on the action of real seismic impacts20236 citations
  6. Model of evaluating the economic efficiency of resource selection in the repair of transport infrastructure20250 citations
  7. Selection of seismic-resistant rubber-metal bearing parts for vibrations of continuous reinforced concrete bridges and overpasses20250 citations
  8. Influence of superplasticizer “POLIMIX” on properties of gypsum binder20250 citations
  9. Seismic resistance of continuous monolithic bridges, accounting for post-tensioning cable tension during the interaction between support foundations and soil20260 citations