Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Regulation of Stresses in Structures of Buildings Located in Extreme Wind Conditions
https://orcid.org/http://orcid.org/0000-0002-7810-6484
https://orcid.org/http://orcid.org/0000-0001-7170-6105
The Arctic and the Antarctic areas are characterized by extreme wind loads that exceed the standardized by SP. These areas are characterized by a significant distance from material and raw material bases and road transport arteries. Under these circumstances, the problem of perception of extreme wind loads must be solved with a minimum consumption of building material. One of the ways to minimize the consumption of building materials is to use an innovative approach to regulate stress in building structures The software package SCAD++ is used for the calculation. 1. Metal columns—column I-beam 23К1 GOST 26020-83, I-beam wide-flange 26SH1 GOST 26020-83, I-beam wide-flange 23SH1, I-beam norma 23B1. Covering load due to its own weight—0.15 t/m2. Snow load—0.19 t/m2. Wind load: upwind side 0.87 t/m2, leeward side—0.55 t/m2. Change in the value of displacement along the x-axis in the first version of the wind load and an increase in the tension of steel ropes from 1 to 25 t. Due to the tension of the ropes, it is possible to reduce the horizontal movement from 24.171 to 20.84 mm, the difference was 3.31, the movement decreased by 14%.
Regulation of Stresses in Structures of Buildings Located in Extreme Wind Conditions
https://orcid.org/http://orcid.org/0000-0002-7810-6484
https://orcid.org/http://orcid.org/0000-0001-7170-6105
The Arctic and the Antarctic areas are characterized by extreme wind loads that exceed the standardized by SP. These areas are characterized by a significant distance from material and raw material bases and road transport arteries. Under these circumstances, the problem of perception of extreme wind loads must be solved with a minimum consumption of building material. One of the ways to minimize the consumption of building materials is to use an innovative approach to regulate stress in building structures The software package SCAD++ is used for the calculation. 1. Metal columns—column I-beam 23К1 GOST 26020-83, I-beam wide-flange 26SH1 GOST 26020-83, I-beam wide-flange 23SH1, I-beam norma 23B1. Covering load due to its own weight—0.15 t/m2. Snow load—0.19 t/m2. Wind load: upwind side 0.87 t/m2, leeward side—0.55 t/m2. Change in the value of displacement along the x-axis in the first version of the wind load and an increase in the tension of steel ropes from 1 to 25 t. Due to the tension of the ropes, it is possible to reduce the horizontal movement from 24.171 to 20.84 mm, the difference was 3.31, the movement decreased by 14%.
Regulation of Stresses in Structures of Buildings Located in Extreme Wind Conditions
https://orcid.org/http://orcid.org/0000-0002-7810-6484
https://orcid.org/http://orcid.org/0000-0001-7170-6105
The Arctic and the Antarctic areas are characterized by extreme wind loads that exceed the standardized by SP. These areas are characterized by a significant distance from material and raw material bases and road transport arteries. Under these circumstances, the problem of perception of extreme wind loads must be solved with a minimum consumption of building material. One of the ways to minimize the consumption of building materials is to use an innovative approach to regulate stress in building structures The software package SCAD++ is used for the calculation. 1. Metal columns—column I-beam 23К1 GOST 26020-83, I-beam wide-flange 26SH1 GOST 26020-83, I-beam wide-flange 23SH1, I-beam norma 23B1. Covering load due to its own weight—0.15 t/m2. Snow load—0.19 t/m2. Wind load: upwind side 0.87 t/m2, leeward side—0.55 t/m2. Change in the value of displacement along the x-axis in the first version of the wind load and an increase in the tension of steel ropes from 1 to 25 t. Due to the tension of the ropes, it is possible to reduce the horizontal movement from 24.171 to 20.84 mm, the difference was 3.31, the movement decreased by 14%.
Regulation of Stresses in Structures of Buildings Located in Extreme Wind Conditions
Lecture Notes in Civil Engineering
Vatin, Nikolai (Herausgeber:in) / Roshchina, Svetlana (Herausgeber:in) / Serdjuks, Dmitrijs (Herausgeber:in) / Moskalev, Mihail (Autor:in) / Charnik, Dmitriy (Autor:in)
30.01.2022
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Engineering Index Backfile | 1930
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| Engineering Index Backfile | 1929
Wind stresses in steel-frame buildings
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Wind stresses in multi-storey buildings
| Engineering Index Backfile | 1937
Wind stresses in multi-storey buildings
| Engineering Index Backfile | 1948