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РпеÑвой главе вÑпÑÑкной квалиÑикаÑионной ÑабоÑÑ Ð¾Ð¿Ð¸Ñан ÑеÑ
нологиÑеÑкий пÑоÑеÑÑ Ð¾Ð±ÑабоÑки деÑали «ÐоÑпÑÑ ÑпинделÑ» в ÑÑловиÑÑ
ÑÑеднеÑеÑийного пÑоизводÑÑва и ÑазÑабоÑан ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ ÑеÑ
Ð½Ð¾Ð»Ð¾Ð³Ð¸Ñ ...
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2019
РвÑпÑÑкной квалиÑикаÑионной ÑабоÑÑ Ð±Ð°ÐºÐ°Ð»Ð°Ð²Ñа ÑазÑабаÑÑвалÑÑ Ð¿ÑÐ¾ÐµÐºÑ Ð¾Ð±ÑеÑÑвенного Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸ÐµÐ¹ беÑониÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑндаменÑной плиÑÑ.
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РвÑпÑÑкной квалиÑикаÑионной ÑабоÑÑ Ð±Ð°ÐºÐ°Ð»Ð°Ð²Ñа ÑазÑабаÑÑвалÑÑ Ð¿ÑÐ¾ÐµÐºÑ Ð¾Ð±ÑеÑÑвенного Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸ÐµÐ¹ беÑониÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑндаменÑной плиÑÑ.
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The purpose of the study is verifying a methodology for defining the driven hanging pile stiffness. The tasks of the work include defining pile stiffness using manual calculation and automated analysis, comparing of the obtained results, defining calculation errors in software complexes and analysis of the impact of the results on the designed building.
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2018
ÐбÑекÑом иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑвлÑеÑÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ нейÑонов. ЦелÑÑ ÑабоÑÑ ÑвлÑеÑÑÑ Ð¸ÑполÑзование меÑодов биÑÑÑакÑионного анализа Ð´Ð»Ñ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ñ Ð·Ð°ÐºÐ¾Ð½Ð¾Ð¼ÐµÑноÑÑей в модели пÑи изменение паÑамеÑÑов и поÑÑÑ ...
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ÐбÑекÑом иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑвлÑеÑÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ нейÑонов. ЦелÑÑ ÑабоÑÑ ÑвлÑеÑÑÑ Ð¸ÑполÑзование меÑодов биÑÑÑакÑионного анализа Ð´Ð»Ñ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¸Ñ Ð·Ð°ÐºÐ¾Ð½Ð¾Ð¼ÐµÑноÑÑей в модели пÑи изменение паÑамеÑÑов и поÑÑÑ ...
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This work is devoted to identifying and finding solutions to the problems of installation and operation of pile foundations in permafrost conditions. A key feature of the work is the introduction of a non-linear ice content parameter into the foundation settlement calculation model.
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