%0 Journal Article %1 noauthororeditor %A Jha, Anamika Singh | Rajeev Singh Parihar | Abhay Kumar %D 2023 %J INTERNATIONAL JOURNAL OF TREND IN SCIENTIFIC RESEARCH AND DEVELOPMENT %K (1893:2016) (G+14) Base Building CODES I.S Method Multi PRO Response STAAD Spectrum force shear storey %N 7 %P 1252-1256 %T Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad Pro Software %U https://www.ijtsrd.com/engineering/civil-engineering/52587/evaluate-the-lateral-displacement-that-occurs-in-each-storey-of-high-rise-buildings-by-using-staadpro-software/anamika-singh %V 6 %X For braces angle section ISA 600mm X 400mm X 60mm is used. There are four trial locations in the building where braces are placed and analyzed for their effect on lateral stiffness. Braces are modeled as axial force members having pinned end connections. Bracings are of X type modeled throughout the height of the building. Based on results obtained by Staad Pro. Software the following conclusions are drawn Base shear is same for zone III, zone IV, and zone V. Lateral displacement is minimum for BEC4 for zone III, IV and V. This type of bracing BXY3 is suitable for zone III, IV and V. The minimum axial force found in BX1, BXY3 and BEC4 in zone III, for zone iv BX1, BXY3 and zone VBX1 is economical. The minimum bending moment occurs in zone III, IV and Zone V for BXY3 system. Torsion Increases owing to bracing. The shear force is found out by zone III, IV and Zone V increasing. The maximum bending moment reduces to BX1 frame in zone III, IV in ZONE V it reduces.BX1 Frame is more effective in resisting maximum bending moment and is more economical. However no particular bracing is suitable for zone III, IV, V individual bracing has to be designed for Seismic zone. Also economy in bracing can be found by suitable design. Steel bracings can be utilized as an option in contrast to the next reinforcing or retrofitting methods accessible as the all out weight on the current structure wont change essentially. Anamika Singh | Rajeev Singh Parihar | Abhay Kumar Jha "Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad-Pro Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7 , December 2022, URL: https://www.ijtsrd.com/papers/ijtsrd52587.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/52587/evaluate-the-lateral-displacement-that-occurs-in-each-storey-of-high-rise-buildings-by-using-staadpro-software/anamika-singh

@article{noauthororeditor, abstract = {For braces angle section ISA 600mm X 400mm X 60mm is used. There are four trial locations in the building where braces are placed and analyzed for their effect on lateral stiffness. Braces are modeled as axial force members having pinned end connections. Bracings are of X type modeled throughout the height of the building. Based on results obtained by Staad Pro. Software the following conclusions are drawn Base shear is same for zone III, zone IV, and zone V. Lateral displacement is minimum for BEC4 for zone III, IV and V. This type of bracing BXY3 is suitable for zone III, IV and V. The minimum axial force found in BX1, BXY3 and BEC4 in zone III, for zone iv BX1, BXY3 and zone VBX1 is economical. The minimum bending moment occurs in zone III, IV and Zone V for BXY3 system. Torsion Increases owing to bracing. The shear force is found out by zone III, IV and Zone V increasing. The maximum bending moment reduces to BX1 frame in zone III, IV in ZONE V it reduces.BX1 Frame is more effective in resisting maximum bending moment and is more economical. However no particular bracing is suitable for zone III, IV, V individual bracing has to be designed for Seismic zone. Also economy in bracing can be found by suitable design. Steel bracings can be utilized as an option in contrast to the next reinforcing or retrofitting methods accessible as the all out weight on the current structure wont change essentially. Anamika Singh | Rajeev Singh Parihar | Abhay Kumar Jha "Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad-Pro Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7 , December 2022, URL: https://www.ijtsrd.com/papers/ijtsrd52587.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/52587/evaluate-the-lateral-displacement-that-occurs-in-each-storey-of-high-rise-buildings-by-using-staadpro-software/anamika-singh }, added-at = {2023-01-10T12:53:55.000+0100}, author = {Jha, Anamika Singh | Rajeev Singh Parihar | Abhay Kumar}, biburl = {https://www.bibsonomy.org/bibtex/2a0be72ecbb6e7ea2d44424b23fb74618/ijtsrd}, interhash = {e0467b250b797445f0b57a66ae068775}, intrahash = {a0be72ecbb6e7ea2d44424b23fb74618}, issn = {2456-6470}, journal = {INTERNATIONAL JOURNAL OF TREND IN SCIENTIFIC RESEARCH AND DEVELOPMENT}, keywords = {(1893:2016) (G+14) Base Building CODES I.S Method Multi PRO Response STAAD Spectrum force shear storey}, language = {english}, month = jan, number = 7, pages = {1252-1256}, timestamp = {2023-01-10T12:53:55.000+0100}, title = {Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad Pro Software }, url = {https://www.ijtsrd.com/engineering/civil-engineering/52587/evaluate-the-lateral-displacement-that-occurs-in-each-storey-of-high-rise-buildings-by-using-staadpro-software/anamika-singh}, volume = 6, year = 2023 }