TOSHKENT SHAHRI SEYSMIK SHAROITLARDA TRANSPORT ESTAKADALARI KONSTRUKSIYALARINING DINAMIK BARQARORLIGINI FIBROBETON YORDAMIDA OSHIRISH

Authors

  • Usmonaliyev Yahyobek Axrorjon o’g’li Author

Keywords:

Kalit so'zlar: sun’iy inshootlar, ko‘priklar, estakadalar, seysmik chidamlilik, dispers mustahkamlash, po‘lat tolali fibrobeton (SFRC), dinamik yuklama, energiya yutilish koeffitsienti, yoriqlarga chidamlilik., Keywords: artificial structures, bridges, overpasses, seismic resistance, dispersed reinforcement, steel fiber reinforced concrete (SFRC), dynamic loading, energy absorption coefficient, crack resistance.

Abstract

Ushbu maqolada Toshkent shahrining 9 balli seysmik hududda joylashganligini hisobga olgan holda, shahar transport estakadalarida po‘lat tolali fibrobeton (SFRC) qo‘llashning samaradorligi tadqiq etiladi. Tadqiqotda dispers mustahkamlashning dinamik yuklamalar ostidagi energiya yutilish koeffitsienti va yoriqlarga chidamliligi matematik modellashtirilgan.

This article investigates the effectiveness of using steel fiber reinforced concrete (SFRC) in urban transport interchanges, considering Tashkent's location in a 9-magnitude seismic zone. The research mathematically models the energy absorption coefficient and crack resistance of dispersed reinforcement under dynamic loads.

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Published

2026-03-11

Issue

Vol. 64 No. 2 (2026): ЛУЧШИЕ ИНТЕЛЛЕКТУАЛЬНЫЕ ИССЛЕДОВАНИЯ | ЧАСТЬ-64 | ТОМ-2

Section

Articles