Tall building case study – Burj Khalifa

SOM ◽  
2015 ◽  
pp. 58-61
Keyword(s):  
Tall Building

Wind-resistant design and equivalent static wind load of base-isolated tall building: A case study

2020 ◽  
Vol 212 ◽  
pp. 110533 ◽  
Author(s):  
Zhihao Li ◽  
Guoqing Huang ◽  
Xinzhong Chen ◽  
Ying Zhou ◽  
Qingshan Yang
Keyword(s):  
Wind Load ◽  
Tall Building ◽  
Equivalent Static Wind Load

Diagnosis and Assessment of Deep Pile Cap Foundation of a Tall Building Affected by Internal Expansion Reactions—Case Study

2021 ◽  
pp. 103-124
Author(s):  
João M. P. Q. Delgado ◽  
F. A. N. Silva ◽  
A. C. Azevedo ◽  
T. Mahfoud ◽  
A. Khelidj ◽  
...  
Keyword(s):  
Tall Building ◽  
Internal Expansion ◽  
Pile Cap

scholarly journals Analysis of Wind Load Effect on C-Shape Tall Building with and Without Shear Wall

2021 ◽  
Vol 9 (10) ◽  
pp. 566-572
Author(s):  
Mr. Ankur Srivastava
Keyword(s):  
Shear Wall ◽  
Wind Load ◽  
Tall Building ◽  
Wind Pressure ◽  
Wind Force ◽  
Comparative Result ◽  
Load Effect ◽  
Story Drift ◽  
Codal Provisions

Abstract: Since land is scarce in metropolitan locations, it's common for tall building to be erected in C form. With the use of software ETABS 2019, this study examines the features of wind-induced story displacement and story drift operating on tall Cshaped models, with and without shear wall. Also, empirical formulae are used for manual calculations and to obtain the wind force and designed wind pressure on C-shaped tall building using codal provisions of IS 875 (Part 3) : 2015, also its applicability has been validated by a case study. For tall C-shaped buildings, this study gives a comparative result on the effect of wind load on building, with & without shear wall on behalf of maximum story displacement and story drift. Keywords: Plan irregularity, shear wall, wind load, ETABS 19

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