Foundation and Analysis of Multistoried High-Rise-Building

Dr. Aref Murshed  Shaher

doi:10.58963/qausrj.v1i25.103

Authors

Dr. Aref Murshed Shaher Queen Arwa University Author

DOI:

https://doi.org/10.58963/qausrj.v1i25.103

Keywords:

High-rise building , RCC Building , Equivalent Static Analysis , Foundation, Displacement

Abstract

Analysis and design of buildings for static forces is a routine af- fair these days because of availability of affordable computers and specialized programs which can be used for the analysis. On the other hand, dynamic analysis is a time consuming process and requires additional input related to mass of the structure, and an understanding of structural dynamics for interpretation of analytical results. Reinforced concrete (RC) frame buildings are most common type of constructions in urban, which are sub- jected to several types of forces during their lifetime, such as static forces due to dead and live loads and dynamic forces due to the wind and earthquake. Here the present works (problem taken) are on a 35th storied regular building. These buildings have the plan area of 25m x 45m with a storey height 3.6m each and depth of foundation is 2.4 m. & total height of chosen build- ing including depth of foundation is 132 m. This paper describes seismic analysis of high-rise building using program in STA- ADPro. with various conditions of lateral stiffness system. The static and dynamic analysis has done on computer with the help of STAAD-Pro software using the parameters for the design as per the for the zones and the post processing result obtained has summarized.

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