Wind-induced inter-story drift analysis and equivalent static wind load for multiple targets of tall buildings

2015 ◽  
Vol 25 (6) ◽  
pp. 297-321 ◽  
Author(s):  
J. Y. Fu ◽  
Q. X. Zheng ◽  
J. R. Wu ◽  
Y. Q. Huang
Keyword(s):  
Tall Buildings ◽  
Wind Load ◽  
Multiple Targets ◽  
Story Drift ◽  
Drift Analysis ◽  
Equivalent Static Wind Load

scholarly journals ANALYSIS OF MAXIMUM DEFORMATION OF HIGH RISE BUILDINGS WITH OUTRIGGER SYSTEM AGAINST WIND LOAD

2020 ◽  
Vol 6 (2) ◽  
pp. 141-149
Author(s):  
Fadli Kurnia ◽  
Resti Nur Arini ◽  
Dwi Ariyani ◽  
Soni
Keyword(s):  
Tall Buildings ◽  
Wind Load ◽  
Wind Loads ◽  
Structural Systems ◽  
Maximum Deflection ◽  
Lateral Loads ◽  
Optimum Location ◽  
Maximum Deformation ◽  
High Rise ◽  
Story Drift

Outrigger structural systems are quite effective using the lateral loads on tall buildings, one of the main benefits of utilization outrigger is that it can reduce deformation and the danger of inter-story drift caused by lateral loads acting on the building. In this case, wind loads will be viewed as a lateral load because the wind load acting on tall buildings can also cause deformation of the building. The implementation of the outrigger system is viewed from different positions to see the deformation that occurs and the placement of the maximum location. The results of the analysis of wind loads reviewed on these buildings have proven that the use of outriggers in buildings can reduce displacement by 19.58%, and inter-storey drifts by 13.24%, which is applied in a position of ½ of the building height. The optimum location of the outrigger installation can also be determined by calculating the analysis of the maximum deflection that occurs on the 40th floor.

scholarly journals Studying a multistory building with different types of bracing

2018 ◽  
Vol 8 (01) ◽  
Author(s):  
Ahmed Falah Hasan ◽  
Ban Ali Kamil
Keyword(s):  
Low Cost ◽  
Lateral Load ◽  
Wind Load ◽  
Multistory Building ◽  
Different Types ◽  
Story Drift

In this paper the effect of different types of bracing had been studied besides studying the effect of height of building. Two different height was studied the first one was a 6-story and 10-story. The studied types of bracing included the V, X, K, and none bracing building. The X bracing is the best type for resist high lateral load,. The building without bracing give maximum story drift and the building may be collapse due to unstability because the lateral load (wind load), the V-bracing give a little different from X-bracing with low cost and easy for construction from X-bracing, and the building is highest the X-bracing is the beast type for bracing.

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

Investigation of wind load on 1,000 m-high super-tall buildings based on HFFB tests

2017 ◽  
Vol 25 (2) ◽  
pp. e2068 ◽  
Author(s):  
Bo Li ◽  
Qingshan Yang ◽  
Giovanni Solari ◽  
Di Wu
Keyword(s):  
Tall Buildings ◽  
Wind Load
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