RULES FOR DESIGNING RESIDENTIAL AND PUBLIC BUILDINGS IN EARTHQUAKE AREAS
Ключевые слова:
karkas panelli, turar-joy, jamoat, muhandislik, qurilish, zilzila, grunt, ball, cho‘kish, choklar, yerto‘la, poydevor, yuklanishАннотация
Ushbu maqola matnida karkas panelli, yirik panelli va hajmiy blokli turar-joy, jamoat binolarini loyihalash asoslari keng yoritilgan. Muhandislik geologik sharoitga bog‘liq bo‘lgan qurilish maydonlarining zilzilaviyligi hamda qurilish maydonining tuproq tarkibi ilmiy asoslangan. Zilzilaviy yuklanishning tasiri ko‘rsatilgan yo‘nalishlarda zilzilaviy xususiyati bo‘yicha yer osti suvlarining ko‘tarilishi va gruntning bo‘kuvchanligi alohida hisobga olingan. Binolarning zilzilaga chidamliligini taminlash bo‘yicha tadbirlar o‘rganildi.
Библиографические ссылки
QMQ 2.01.03-96 Construction in seismic areas. Committee for Architectural Construction of the Republic of Uzbekistan, 1996.
UZLITTI AJ. Rukovodstvo po proektirovaniyu zhilyx i obshchestvennyx zdaniy jelezobetonnym karkasom, vozvodimyx seismicheskikh rayonov.
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Albomy typovykh construction and connection frame-panelnykh and krupnopanelnykh daniy.
2.06.11-04 Construction in seismic districts. Hydrotechnical facilities. Committee for Architectural Construction of the Republic of Uzbekistan, Tashkent,
SHNQ 2.08.02-09* Public buildings and structures. Committee for Architectural Construction of the Republic of Uzbekistan, 2009
QMQ 2.03.05-13 Steel devices. Design standards. Committee for Architectural Construction of the Republic of Uzbekistan, 2013.
QMQ 2.03.01-96 Concrete and reinforced concrete structures. Committee for Architectural Construction of the Republic of Uzbekistan, 1996.
QMQ 2.01.07-96 Loads and impacts Committee of the Republic of Uzbekistan for Architectural Construction, 1996
SHNQ 2.08.01-19 Residential buildings. Ministry of Construction of the Republic of Uzbekistan - Tashkent, 2019
