Results 31 to 40 of about 42 (42)
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2016
Рданной ÑабоÑе пÑоизведен ÑаÑÑÐµÑ ÐºÐ¾Ð½ÐµÑно-ÑлеменÑной модели ÑемнадÑаÑиÑÑажного Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑенÑÑа на недопÑÑение пÑогÑеÑÑиÑÑÑÑего обÑÑÑениÑ.
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Рданной ÑабоÑе пÑоизведен ÑаÑÑÐµÑ ÐºÐ¾Ð½ÐµÑно-ÑлеменÑной модели ÑемнадÑаÑиÑÑажного Ð·Ð´Ð°Ð½Ð¸Ñ Ð±Ð¸Ð·Ð½ÐµÑ-ÑенÑÑа на недопÑÑение пÑогÑеÑÑиÑÑÑÑего обÑÑÑениÑ.
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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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2019
The work includes the detailed joint modeling of the steel mesh geodesic dome and the calculation in software packages, in order to reveal the influence of the flexibility of the nodes on the unbraced lengths of the dome elements. The design schemes of the dome were compiled using the SCAD and ANSYS software packages.
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The work includes the detailed joint modeling of the steel mesh geodesic dome and the calculation in software packages, in order to reveal the influence of the flexibility of the nodes on the unbraced lengths of the dome elements. The design schemes of the dome were compiled using the SCAD and ANSYS software packages.
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2018
Рданной ÑабоÑе пÑедложена опÑимизаÑÐ¸Ñ Ð°Ð»Ð³Ð¾ÑиÑма ÑаÑÑеÑа на недопÑÑение пÑогÑеÑÑиÑÑÑÑего обÑÑÑÐµÐ½Ð¸Ñ Ð¿ÑÑем пÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ инÑоÑмаÑионного моделиÑованиÑ.
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Рданной ÑабоÑе пÑедложена опÑимизаÑÐ¸Ñ Ð°Ð»Ð³Ð¾ÑиÑма ÑаÑÑеÑа на недопÑÑение пÑогÑеÑÑиÑÑÑÑего обÑÑÑÐµÐ½Ð¸Ñ Ð¿ÑÑем пÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐµÑ Ð½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ инÑоÑмаÑионного моделиÑованиÑ.
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2018
ÐагиÑÑеÑÑÐºÐ°Ñ Ð´Ð¸ÑÑеÑÑаÑÐ¸Ñ Ð¿Ð¾ÑвÑÑена пÑоблемам ÑабоÑÑ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑкÑий пÑи пÑогÑеÑÑиÑÑÑÑем обÑÑÑении, ÑÑеÑÑ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÑ ÑвойÑÑв маÑеÑиала.
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ÐагиÑÑеÑÑÐºÐ°Ñ Ð´Ð¸ÑÑеÑÑаÑÐ¸Ñ Ð¿Ð¾ÑвÑÑена пÑоблемам ÑабоÑÑ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑкÑий пÑи пÑогÑеÑÑиÑÑÑÑем обÑÑÑении, ÑÑеÑÑ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÑ ÑвойÑÑв маÑеÑиала.
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2019
Рданной ÑабоÑе пÑедÑÑавлен пÑÐ¾ÐµÐºÑ Ð¾Ð±ÑеÑÑвенно-делового ÑенÑÑа. ÐÑоизведен ÑаÑÑÐµÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÑаÑÑеÑнÑе нагÑÑзки в ÑÑÐ»Ð¾Ð²Ð¸Ñ Ð½Ð¾ÑмалÑной ÑкÑплÑаÑаÑии, Ñ ÑелÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½ÐµÐ¾Ð±Ñ Ð¾Ð´Ð¸Ð¼Ð¾Ð³Ð¾ аÑми
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Рданной ÑабоÑе пÑедÑÑавлен пÑÐ¾ÐµÐºÑ Ð¾Ð±ÑеÑÑвенно-делового ÑенÑÑа. ÐÑоизведен ÑаÑÑÐµÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÑаÑÑеÑнÑе нагÑÑзки в ÑÑÐ»Ð¾Ð²Ð¸Ñ Ð½Ð¾ÑмалÑной ÑкÑплÑаÑаÑии, Ñ ÑелÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð½ÐµÐ¾Ð±Ñ Ð¾Ð´Ð¸Ð¼Ð¾Ð³Ð¾ аÑми
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2019
In this work, two design schemes were simulated, which were subject to accidental impacts. Outrigger floors were added to one of the models. All necessary calculations were carried out to obtain the results, on the basis of which the analysis was carried out and conclusions were drawn about the effectiveness of introducing reinforced floors to ensure ...
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In this work, two design schemes were simulated, which were subject to accidental impacts. Outrigger floors were added to one of the models. All necessary calculations were carried out to obtain the results, on the basis of which the analysis was carried out and conclusions were drawn about the effectiveness of introducing reinforced floors to ensure ...
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2019
This paper considers the problem of assessing the strength of a high-rise public building to a progressive collapse. The calculation of the progressive collapse. Considered the causes of an emergency. Description of the calculation algorithm. The analysis of the strength characteristics of the structural elements of the building during progressive col ...
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This paper considers the problem of assessing the strength of a high-rise public building to a progressive collapse. The calculation of the progressive collapse. Considered the causes of an emergency. Description of the calculation algorithm. The analysis of the strength characteristics of the structural elements of the building during progressive col ...
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This work is devoted to the study of a method for optimizing the design solutions of mesh domes using the collaboration of computational software systems and visual programming tools. During the work, the following tasks were solved: 1. Description of the method of applying parametric modeling to solve optimization problems in the field of dome design ...
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The purpose of the dissertation is: assessment of the metal content of a steel frame when calculated within the framework of elastic deformations, without taking into account progressive collapse; assessment of the metal content of the frame when calculated taking into account progressive collapse; comparison of the effect on metal content of ...
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