Results 31 to 39 of about 39 (39)
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2020
Theme of the final qualification work: "The bearing capacity of the hinged facade systems with brickwork lining". This work is devoted to determining the bearing capacity of the bracket as part of a hinged facade system with masonry cladding. Tasks that were solved during the study: - numerical testing of the bracket in Ansys PC.
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Theme of the final qualification work: "The bearing capacity of the hinged facade systems with brickwork lining". This work is devoted to determining the bearing capacity of the bracket as part of a hinged facade system with masonry cladding. Tasks that were solved during the study: - numerical testing of the bracket in Ansys PC.
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2020
The subject of the graduate qualification work is «The bearing capacity of elements from cold-formed galvanized profiles under fire exposure». The work contains developing recommendations for a methodology of determining the bearing capacity of cold-formed thin-walled steel structures under fire. The research set the following goals: 1.
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The subject of the graduate qualification work is «The bearing capacity of elements from cold-formed galvanized profiles under fire exposure». The work contains developing recommendations for a methodology of determining the bearing capacity of cold-formed thin-walled steel structures under fire. The research set the following goals: 1.
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2018
ÐакалавÑÑÐºÐ°Ñ ÑабоÑа поÑвÑÑена иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð²ÑаÑÑваÑÑей Ñваи поÑле ÑÑÑановки. ÐÑи помоÑи меÑода конеÑнÑÑ ÑлеменÑов ÑмоделиÑована ÑабоÑа вÑаÑÑваÑÑей Ñваи, имеÑÑей заданнÑе паÑамеÑÑ ...
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ÐакалавÑÑÐºÐ°Ñ ÑабоÑа поÑвÑÑена иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð²ÑаÑÑваÑÑей Ñваи поÑле ÑÑÑановки. ÐÑи помоÑи меÑода конеÑнÑÑ ÑлеменÑов ÑмоделиÑована ÑабоÑа вÑаÑÑваÑÑей Ñваи, имеÑÑей заданнÑе паÑамеÑÑ ...
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2017
РдиÑÑеÑÑаÑии иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ñ Ð¿ÑоÑноÑÑнÑе Ñ Ð°ÑакÑеÑиÑÑики балоÑнÑÑ ÑлеменÑов ÑбоÑно-монолиÑнÑÑ Ð¿ÐµÑекÑÑÑий. ÐÑÑвлено влиÑние ÑонкоÑÑенного ÑÑалÑного пÑоÑÐ¸Ð»Ñ Ð½Ð° неÑÑÑÑÑ ÑпоÑобноÑÑÑ ÑавÑовой баР...
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РдиÑÑеÑÑаÑии иÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ñ Ð¿ÑоÑноÑÑнÑе Ñ Ð°ÑакÑеÑиÑÑики балоÑнÑÑ ÑлеменÑов ÑбоÑно-монолиÑнÑÑ Ð¿ÐµÑекÑÑÑий. ÐÑÑвлено влиÑние ÑонкоÑÑенного ÑÑалÑного пÑоÑÐ¸Ð»Ñ Ð½Ð° неÑÑÑÑÑ ÑпоÑобноÑÑÑ ÑавÑовой баР...
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2019
Ð ÑабоÑе ÑаÑÑмоÑÑена неÑÑÑÐ°Ñ ÑпоÑобноÑÑÑ Ð½Ð°Ð²ÐµÑнÑÑ ÑаÑаднÑÑ ÑиÑÑем в ÑазлиÑнÑÑ ÐºÐ»Ð¸Ð¼Ð°ÑиÑеÑÐºÐ¸Ñ ÑÐµÐ³Ð¸Ð¾Ð½Ð°Ñ . ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÑÑ Ñипов конÑÑÑÑкÑивнÑÑ ÑÑ ÐµÐ¼ Ñ Ñагом кÑеплениÑ: 375 Ñ 600 мм, 500 Ñ 600 мм, 375 Ñ 1200 ...
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Ð ÑабоÑе ÑаÑÑмоÑÑена неÑÑÑÐ°Ñ ÑпоÑобноÑÑÑ Ð½Ð°Ð²ÐµÑнÑÑ ÑаÑаднÑÑ ÑиÑÑем в ÑазлиÑнÑÑ ÐºÐ»Ð¸Ð¼Ð°ÑиÑеÑÐºÐ¸Ñ ÑÐµÐ³Ð¸Ð¾Ð½Ð°Ñ . ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ñ Ð¿ÑÑÑ Ñипов конÑÑÑÑкÑивнÑÑ ÑÑ ÐµÐ¼ Ñ Ñагом кÑеплениÑ: 375 Ñ 600 мм, 500 Ñ 600 мм, 375 Ñ 1200 ...
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2019
In the given work the load bearing capacity of hinged facade systems of various structural schemes and types of profiles is calculated. A comparison of methods for calculating the dynamic property of a reinforced concrete frame building and building with a cross-wall structural scheme is given.
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In the given work the load bearing capacity of hinged facade systems of various structural schemes and types of profiles is calculated. A comparison of methods for calculating the dynamic property of a reinforced concrete frame building and building with a cross-wall structural scheme is given.
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2019
Рданной ÑабоÑе ÑазÑабоÑÐ°Ð½Ñ Ð¾Ð±Ñие ÑекомендаÑии к пÑоекÑиÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ конÑÑÑÑиÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑзловÑÑ Ñоединений диагоналÑно-ÑеÑÑаÑÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑковÑÑ ÐºÐ°ÑкаÑов. РазÑабоÑÐ°Ð½Ñ ÑÑи модели ÑзловÑÑ Ñоединений. Чи
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Рданной ÑабоÑе ÑазÑабоÑÐ°Ð½Ñ Ð¾Ð±Ñие ÑекомендаÑии к пÑоекÑиÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ конÑÑÑÑиÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑзловÑÑ Ñоединений диагоналÑно-ÑеÑÑаÑÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑковÑÑ ÐºÐ°ÑкаÑов. РазÑабоÑÐ°Ð½Ñ ÑÑи модели ÑзловÑÑ Ñоединений. Чи
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ÐÐ°Ð½Ð½Ð°Ñ ÑабоÑа поÑвÑÑена изÑÑÐµÐ½Ð¸Ñ Ð¿ÑоÑноÑÑнÑÑ
Ñ
аÑакÑеÑиÑÑик легкой ÑÑалебеÑонной ÑÑеновой огÑаждаÑÑей панели и ее кÑеплений к неÑÑÑÐµÐ¼Ñ ÐºÐ°ÑкаÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ. ÐÑоведен ÑÑавниÑелÑнÑй анализ влиÑÐ½Ð¸Ñ Ð¸
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This work is devoted to the development of the bearing capacity of combined profiles and their analysis of the stress-strain state during bending. The tasks that were solved in the course of the study are: 1. Testing of combined profiles beams for bending; 2. Analytical calculation according to the formulas of regulatory documentation; 3.
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