Multistep One-Way Nesting Scaling Approach to the Numerical Solution of Pedestrian Comfort-Related Wind Effects around a Tall Building

2008 ◽  
Vol 6 (6) ◽  
pp. 603-615
Author(s):  
Amiel Herszage
Keyword(s):  
Numerical Solution ◽  
Tall Building ◽  
Wind Effects

Large eddy simulation of wind effects on a super-tall building

2010 ◽  
Vol 13 (6) ◽  
pp. 557-580 ◽  
Author(s):  
Shenghong Huang ◽  
Q.S. Li
Keyword(s):  
Large Eddy Simulation ◽  
Tall Building ◽  
Wind Effects ◽  
Eddy Simulation ◽  
Large Eddy

scholarly journals Wind effects on ‘Z’ plan-shaped tall building: a case study

2016 ◽  
Vol 8 (3) ◽  
pp. 319-335 ◽  
Author(s):  
Rajdip Paul ◽  
Sujit Kumar Dalui
Keyword(s):  
Tall Building ◽  
Wind Effects

Along and Across Wind Effects on Irregular Plan Shaped Tall Building

2014 ◽  
pp. 1445-1460
Author(s):  
Biswarup Bhattacharyya ◽  
Sujit Kumar Dalui
Keyword(s):  
Tall Building ◽  
Wind Effects

Wind effects on a very tall building and wavelet analysis

2000 ◽  
Vol 140 (2) ◽  
pp. 151-159 ◽  
Author(s):  
J. Q. Fang ◽  
Q. S. Li ◽  
D. K. Liu ◽  
A. P. Jeary ◽  
C. K. Wong
Keyword(s):  
Wavelet Analysis ◽  
Tall Building ◽  
Wind Effects

scholarly journals Wind Effects on a Tall Building with Square Cross-Section and Mid-Side Base Columns: Database-Assisted Design Approach

2019 ◽  
Vol 145 (5) ◽  
pp. 06019001
Author(s):  
Sejun Park ◽  
Dat Duthinh ◽  
Emil Simiu ◽  
DongHun Yeo
Keyword(s):  
Cross Section ◽  
Tall Building ◽  
Design Approach ◽  
Wind Effects

Full-Scale Measurements of Typhoon Effects on a Super RC Tall Building Based on a Remote Monitoring System

2008 ◽  
Vol 400-402 ◽  
pp. 815-820
Author(s):  
Lun Hai Zhi ◽  
Q.S. Li ◽  
Z.N. Li ◽  
J.R. Wu
Keyword(s):  
Wind Speed ◽  
Monitoring System ◽  
Remote Monitoring ◽  
Field Data ◽  
Field Measurements ◽  
Tall Building ◽  
Wind Effects ◽  
Gust Factor ◽  
Remote Monitoring System ◽  
Random Decrement Technique

This paper presents the field measurement results of wind effects on the world’s tallest reinforced concrete building (CITIC Plaza, 391 m high) located in Guangzhou during the passage of typhoon Pabuk on August 10, 2007. The field data such as wind speed, wind direction and acceleration responses were simultaneously and continuously recorded from the tall building by a remote monitoring system. Detailed analysis of the field data was carried out to investigate the wind effects on the super tall building. The characteristics of the typhoon-generated wind including turbulence intensity, gust factor, turbulence integral length scale and power spectral density of fluctuating wind speed were analyzed. The dynamic characteristics of the buildings were determined from the field measurements and comparison with those calculated from the computational model of the building was made. The measured natural frequencies of the two fundamental sway modes of the building were found to be larger than those calculated. The damping ratios of the building were evaluated by random decrement technique, which demonstrated obvious amplitude-dependent characteristics and increased with increasing amplitude of the building during Typhoon Pabuk.

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