Seysmik hududlarda qurilish konstruksiyalarini toʻgʻri tanlash
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https://doi.org/10.5281/zenodo.15278740Ключевые слова:
seysmik xavf, qurilish konstruksiyasi, bardoshlilik indeksi, monolit temir-beton, po‘lat karkas, prefabrik modullar, modellashtirish, GIS, SAP2000, Eurocode 8, xavfsizlik koeffitsiyenti, rezonans chastota, zilzilabardosh inshootlar.Аннотация
Mazkur maqolada seysmik faol hududlarda qurilish konstruksiyalarini to‘g‘ri tanlash muammosi
zamonaviy ilmiy-metodik yondashuvlar asosida chuqur tahlil qilinadi. Tadqiqotda turli konstruktiv tizimlarning
seysmik bardoshlilik darajasi, deformatsion holatlardagi javob reaksiyasi, xavfsizlik koeffitsiyenti va energiyani
so‘rish qobiliyatlari analitik va modellashtirish usullari orqali baholangan. SAP2000, ETABS, FEM va GIS
texnologiyalari asosida qurilgan matematik modellar, tajriba natijalari va mutaxassislar fikrlariga asoslangan
holda har bir konstruktiv tizim uchun seysmik xavf zonalariga mos optimal yechimlar tavsiya etiladi. Mahalliy
va xalqaro normativlar (Eurocode 8, IBC, FEMA 356, O‘zbekiston Qurilish Kodeksi) o‘rtasidagi farqlar tahlil
qilinib, ularni uyg‘unlashtirish zaruriyati asoslab beriladi. Ilmiy asoslangan takliflar O‘zbekistonda barqaror va
xavfsiz qurilish siyosatini shakllantirish, zilzilaviy xavflarning ijtimoiy-iqtisodiy oqibatlarini kamaytirish hamda
urbanistik barqarorlikni ta’minlashda muhim ahamiyat kasb etadi
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