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Sherdor madrasasini seysmik sirt to‘lqinlaridan himoya qilish

Fan yo'nalishi:Qurilish va qurilish muhandisligiMashinasozlik ​Xavfsizlik, xavf, ishonchlilik va sifat
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Yo‘l va shahar infratuzilmalari muhandisligi xalqaro jurnali

Yo‘l va shahar infratuzilmalari muhandisligi xalqaro jurnali

Maqola chop etishsee more

MAQOLA ANNOTATSIYASI

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Ushbu maqolada Sherdor madrasasiga seysmik sirt to‘lqinlarining ta’siri hamda uni himoyalash usullari chekli elementlar usuliga asoslangan PLAXIS 3D dasturiy majmuasi yordamida raqamli modellashtirildi. Binoning tanlangan kuzatuv nuqtalarida ko‘chishlar, tezliklar va tezlanishlarning maksimal amplitudalari aniqlanib, seysmik to‘siqlarni qo‘llash orqali madrasaga ta’sir etuvchi seysmik tebranishlarning kamayishi qiyosiy tahlil qilindi. Madrasa poydevorining tashqi perimetri bo‘ylab qalinligi 1 m va chuqurligi 5 m bo‘lgan seysmik to‘siq modeli ishlab chiqildi. Seysmik to‘siq materiali sifatida shina zarralaridan tayyorlangan donador material qabul qilindi. Hisoblash natijalari shuni ko‘rsatdiki, seysmik to‘siq qo‘llanilganda seysmik sirt to‘lqinlarining amplitudasi va intensivligi sezilarli darajada kamayadi, bu esa taklif etilgan himoya usulining samaradorligini tasdiqlaydi.

MUALLIFLAR

SH.Yuldashev

NAMANGAN DAVLAT TEXNIKA UNIVERSITETI

Teglar

# seysmik sirt to‘lqinlari# chekli elementlar usuli# seysmik to‘siq# Sherdor madrasasi# PLAXIS 3D# seysmik himoya# grunt–inshoot o‘zaro ta’siri# shina zarrali material

O'XSHASH MAQOLALAR

SHU JURNALDAGI BOSHQA MAQOLALAR

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Foydalanilgan adabiyotlar

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Hemeda, S. (2024). PLAXIS 3D numerical analysis of complex geotechnical problems of colossal built heritage. Heritage Science, 12(1), 32.

Yuldashev, S., Abdunazarov, A., Jumaboyeva, S., Boytemirov, M., & Tillaboyev, Y. (2025, April). Attenuation of seismic surface waves affecting the building using various barriers. In AIP Conference Proceedings (Vol. 3265, No. 1, p. 030016). AIP Publishing LLC.

SQUARE-REGISTAN, U. M. An International Multidistiplinary Researth Journal.

Achaoui, Y., Antonakakis, T., Brûlé, S., Craster, R. V., Enoch, S., & Guenneau, S. (2017). Clamped seismic metamaterials: ultra-low frequency stop bands. New Journal of Physics, 19(6), 063022.

Alzawi, A. M. A. (2011). Vibration isolation using in-filled geofoam trench barriers. The University of Western Ontario (Canada).

Kramer, S. L. (1996). Geotechnical earthquake engineering, Prentice Hall Upper Saddle River. New Jersey, 07458.

Woods, R. D. (1968). Screening of surface wave in soils. Journal of the soil mechanics and foundations division, 94(4), 951-979.

Moussa, A., & El Naggar, H. (2020). Numerical evaluation of buried wave barriers performance. International Journal of Geosynthetics and Ground Engineering, 6(4), 56.

Rahmonov, B. "Siddiqov M." Binolar zilzilabardoshligi. Toshkent, Fan va texnologiyalar (2007).