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Title: :  ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES
PaperId: :  21868
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 9 Issue 5 2023
DUI:    16.0415/IJARIIE-21868
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
Siddharth Mishra Mahakaushal University
Shailesh Dwivedi Mahakaushal University

Abstract

CIVIL
Multi-storey building, Seismic load, Structural design, Construction quality, Age and condition, Ground motion characteristics
Multi-storey buildings are intricate and sophisticated structures that are subject to a multitude of diverse forces, encompassing the relentless tug of gravity, the omnipresent push of wind, and the formidable seismic loads imposed by the earth's restive tectonic forces. Among these forces, seismic loads pose a particularly formidable challenge to multi-storey buildings, as they have the capacity to induce unpredictable and oscillatory movements in the building. The performance of a multi-storey building when confronted with the formidable forces of a seismic event is contingent upon a multitude of influential factors. These factors encompass the structural design of the building, the quality of its construction, its age and overall condition, and the distinct characteristics of ground motion produced by the earthquake in question. Seismic damage to multi-storey buildings can manifest in a variety of forms, with structural collapse and nonstructural damage being two common and consequential outcomes. Structural collapse stands as the most catastrophic form of seismic damage and arises when the building's structural system becomes overloaded and fails, leading to the building's disintegration. In contrast, nonstructural damage, while less severe than structural collapse, can still exact a considerable toll by causing substantial harm to the building and its contents. The seismic design of multi-storey buildings constitutes a multifaceted and intricate process, requiring a delicate balance of numerous considerations. Engineers must meticulously craft the building's design to withstand an array of seismic loads while simultaneously ensuring that the structure remains functional, economically viable, and compliant with safety standards. Some of the common seismic design features that find application in multi-storey buildings include ductility, which allows for controlled deformation and energy dissipation, redundancy to ensure structural integrity even in the face of localized damage, and mechanisms for energy dissipation that serve to mitigate the impact of seismic forces. To evaluate the performance of multi-storey buildings during seismic events, engineers employ a diverse array of methodologies. These include post-earthquake damage surveys that scrutinize the building's response to the seismic event, analytical modeling to simulate and analyze seismic performance, and experimental testing to validate the real-world behavior of structures under seismic loads. This multifaceted approach equips engineers and stakeholders with valuable insights into a building's resilience and its ability to withstand the formidable forces unleashed by seismic events

Citations

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IJARIIE Siddharth Mishra , and Shailesh Dwivedi . "ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES" International Journal Of Advance Research And Innovative Ideas In Education Volume 9 Issue 5 2023 Page 2256-2263
MLA Siddharth Mishra , and Shailesh Dwivedi . "ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES." International Journal Of Advance Research And Innovative Ideas In Education 9.5(2023) : 2256-2263.
APA Siddharth Mishra , & Shailesh Dwivedi . (2023). ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES. International Journal Of Advance Research And Innovative Ideas In Education, 9(5), 2256-2263.
Chicago Siddharth Mishra , and Shailesh Dwivedi . "ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES." International Journal Of Advance Research And Innovative Ideas In Education 9, no. 5 (2023) : 2256-2263.
Oxford Siddharth Mishra , and Shailesh Dwivedi . 'ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES', International Journal Of Advance Research And Innovative Ideas In Education, vol. 9, no. 5, 2023, p. 2256-2263. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/ASSESSING_STRUCTURAL_INTEGRITY_IN_MULTI_STOREY_BUILDINGS_DURING_EARTHQUAKES_ijariie21868.pdf (Accessed : ).
Harvard Siddharth Mishra , and Shailesh Dwivedi . (2023) 'ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES', International Journal Of Advance Research And Innovative Ideas In Education, 9(5), pp. 2256-2263IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/ASSESSING_STRUCTURAL_INTEGRITY_IN_MULTI_STOREY_BUILDINGS_DURING_EARTHQUAKES_ijariie21868.pdf (Accessed : )
IEEE Siddharth Mishra , and Shailesh Dwivedi , "ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES," International Journal Of Advance Research And Innovative Ideas In Education, vol. 9, no. 5, pp. 2256-2263, Sep-Oct 2023. [Online]. Available: https://ijariie.com/AdminUploadPdf/ASSESSING_STRUCTURAL_INTEGRITY_IN_MULTI_STOREY_BUILDINGS_DURING_EARTHQUAKES_ijariie21868.pdf [Accessed : ].
Turabian Siddharth Mishra , and Shailesh Dwivedi . "ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 9 number 5 ().
Vancouver Siddharth Mishra , and Shailesh Dwivedi . ASSESSING STRUCTURAL INTEGRITY IN MULTI-STOREY BUILDINGS DURING EARTHQUAKES. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2023 [Cited : ]; 9(5) : 2256-2263. Available from: https://ijariie.com/AdminUploadPdf/ASSESSING_STRUCTURAL_INTEGRITY_IN_MULTI_STOREY_BUILDINGS_DURING_EARTHQUAKES_ijariie21868.pdf
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