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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM27904

A Review on to study the effect of location of horizontal walk by connected two high rise building (g+20) under seismic loading

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM27904

Volume:

8 |

1 |

Jan 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
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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

CA

Chandan Ahir

PNSB

Prof. Neeraj Singh Bais

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Abstract

Now a days, adjacent tall buildings are being horizontally connected for different purposes. Structural Engineers are concerned with finding out the behavior of a structure when subjected to horizontal forces and adequate stiffness is required for the buildings which are high-rise in order to confront horizontal forces caused by winds and earthquakes. The main objective of this project is To study the effect of location of horizontal walk by connected two high rise building (G+20) under seismic loading using STAAD PRO software. The dead load, live load, and wind load are also applied and the design for beams, columns is obtained in STAAD Pro. The effect of sky-bridge structural responses is examined as well. The building is analyzed for, base shear and maximum allowable displacement. The analysis and modeling for the whole structure is done by using STAAD PRO software.

KEYWORDS

Staad-Pro Baseshare Base moment Absolute Bending moment Connected Building etc.

Cite This Article

Chandan Ahir, Prof. Neeraj Singh Bais, "A Review on to study the effect of location of horizontal walk by connected two high rise building (g+20) under seismic loading," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 1, Jan 2024.

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12/31/45295

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