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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM23376

Rectification of Building Tilt (Skyscrapers)

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM23376

Volume:

7 |

6 |

Jun 2023

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

HS

Harshit Srivastava

AK

Anukaran Kamboj

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Abstract

Till July 2017, the Millennium Tower settled approximately 17 inches vertically since its Construction phase was 2005-2009. The megastructure had 58 floors, erected upto 645ft (197M) tall. The settlement didn’t occur uniformly, causing a distortion and tilting of the mat foundation, along with a lean (out-of-plumbness) of the building. This evaluation report takes into account how the tower’s severe settling has affected how safe its structural and foundation systems are from powerful earthquake-related vibrations. Its findings are supported by an examination of the building’s design documentation, survey data, and the outcomes of sophisticated computer modeling performed by engineering firm Simpson Gumpertz and Heger (SGH) to predict the building’s reaction to powerful earthquake ground motions. With views of the sierra, the cascades, and Farallon Island, it is the tallest and most expensive residential tower in San Francisco. The most expensive unit sold there in 2013 was for $13.5 million. The total cost of construction back then was $600 Million, which has current market value of $800 Million.

KEYWORDS

Rectification Skyscraper Tilt Foundation.

Cite This Article

Harshit Srivastava, Anukaran Kamboj, "Rectification of Building Tilt (Skyscrapers)," International Journal of Scientific Research in Engineering and Management, vol. 7, no. 6, Jun 2023. https://doi.org/10.55041/IJSREM23376

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Publication Date

10/5/2023

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Double-Blind Peer Review

Review Rounds: 2

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2

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5

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