Improved combination method of background component and resonant component of wind loads on high-rise buildings

2018 ◽  
Vol 27 (13) ◽  
pp. e1487 ◽  
Author(s):  
A. Xu ◽  
R.H. Zhao ◽  
J.R. Wu
Keyword(s):  
Combination Method ◽  
Wind Loads ◽  
Background Component ◽  
High Rise

Study on Wind Loads Interference Effects of the Cross-Shaped Super-High-Rise Buildings

2021 ◽  
Author(s):  
RongQiang Du ◽  
XiaoQin Zhu ◽  
ZiMing Li
Keyword(s):  
Wind Loads ◽  
Interference Effects ◽  
High Rise ◽  
The Cross

scholarly journals Simulation of Wind Loads on High Rise Buildings Taking into Account the Construction Site Environment

2015 ◽  
Author(s):  
A.A. Antipin ◽  
V.N. Alekhin ◽  
S.N. Gorodilov ◽  
S.V. Khramtsov ◽  
A.S. Noskov
Keyword(s):  
Wind Loads ◽  
Construction Site ◽  
High Rise

A practical combination method for wind-induced responses of high-rise buildings: Based on the correlation of extremes

Structures ◽  
2022 ◽  
Vol 36 ◽  
pp. 126-139
Author(s):  
Xiaowang Pan ◽  
Wenzhong Qu ◽  
Lianghao Zou ◽  
Guoji Xu ◽  
Jie Song
Keyword(s):  
Combination Method ◽  
Induced Responses ◽  
High Rise

scholarly journals Monitoring the behavior of a high-rise building under wind loads

2020 ◽  
Vol 953 ◽  
pp. 012087
Author(s):  
V A Lapin ◽  
S Y Yerzhanov ◽  
N K Makish
Keyword(s):  
Wind Loads ◽  
High Rise ◽  
High Rise Building

scholarly journals RCC Highrised Residential Buildings its Influence on Earthquake Loads

2020 ◽  
Vol 184 ◽  
pp. 01107
Author(s):  
Y. Kamala Raju ◽  
G.V.V. Satyanarayana ◽  
G. Arun Sai
Keyword(s):  
Residential Buildings ◽  
Response Spectrum ◽  
Software Tool ◽  
Wind Loads ◽  
Base Shear ◽  
High Rise ◽  
Frame Buildings ◽  
Present Decade ◽  
Earthquake Load ◽  
Rc Frame Buildings

The present decade, high rise multi-storey buildings are subjected to many external effects such as earthquake, wind loads, tidal loads, etc., in most cases high rise buildings have more vulnerable to earthquake and wind loads. Most of the reinforced concrete multi-storeyed frame buildings were heavily damaged and many of them completely collapsed during due earthquakes. RC frame buildings were severely damaged due to various deficiencies when proper codal provisions are not designed. A study is need to study the behaviour of the RC framed structure under earthquake load to reduce the damage caused by earthquake forces In this investigation a RC framed building of G+20 storeyed is considered in several seismic zones under different soils as per Indian Standard code IS 1893(part1):2016, using STAAD. Pro V8i as software tool. Finally evaluate the ultimate Base shear using Equivalent static method and Response spectrum method addressing under design forces.

scholarly journals Study of Wind Loads and Wind Speed Amplifications on High-Rise Building with Opening by Numerical Simulation and Wind Tunnel Test

2020 ◽  
Vol 2020 ◽  
pp. 1-24
Author(s):  
Fu-Bin Chen ◽  
Xiao-Lu Wang ◽  
Yun Zhao ◽  
Yuan-Bo Li ◽  
Qiu-Sheng Li ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Wind Speed ◽  
Wind Tunnel ◽  
Wind Pressure ◽  
Wind Loads ◽  
Structural Safety ◽  
Pressure Coefficients ◽  
High Rise ◽  
High Rise Building ◽  
The Mean

High-rise buildings are very sensitive to wind excitations, and wind-induced responses have always been the key factors for structural design. Facade openings have often been used as aerodynamic measures for wind-resistant design of high-rise buildings to meet the requirement of structural safety and comfort. Obvious wind speed amplifications can also be observed inside the openings. Therefore, implementing wind turbines in the openings is of great importance for the utilization of abundant wind energy resources in high-rise buildings and the development of green buildings. Based on numerical simulation and wind tunnel testing, the wind loads and wind speed amplifications on high-rise buildings with openings are investigated in detail. The three-dimensional numerical simulation for wind effects on high-rise building with openings was firstly carried out on FLUENT 15.0 platform by SST k − ε model. The mean wind pressure coefficients and the wind flow characteristics were obtained. The wind speed amplifications at the opening were analyzed, and the distribution law of wind speed in the openings is presented. Meanwhile, a series of wind tunnel tests were conducted to assess the mean and fluctuating wind pressure coefficients in high-rise building models with various opening rates. The variation of wind pressure distribution at typical measuring layers with wind direction was analyzed. Finally, the wind speed amplifications in the openings were studied and verified by the numerical simulation results.

Active Control in a High-Rise Building under Multidirectional Wind Loads

2008 ◽  
Author(s):  
Aly Mousaad Aly ◽  
Ferruccio Resta ◽  
Alberto Zasso
Keyword(s):  
Active Control ◽  
Wind Loads ◽  
High Rise ◽  
High Rise Building

Analysis of three dimensional equivalent static wind loads of symmetric high-rise buildings based on wind tunnel tests

2014 ◽  
Vol 19 (5) ◽  
pp. 565-583 ◽  
Author(s):  
Shuguo Liang ◽  
Lianghao Zou ◽  
Dahai Wang ◽  
Guoqing Huang
Keyword(s):  
Wind Tunnel ◽  
Three Dimensional ◽  
Wind Loads ◽  
Wind Tunnel Tests ◽  
High Rise ◽  
Equivalent Static Wind Loads

scholarly journals Calculation of PVC windows for wind loads in high-rise buildings

2018 ◽  
Vol 33 ◽  
pp. 02025 ◽  
Author(s):  
Aleksandr Konstantinov ◽  
Maya Lambias Ratnayake
Keyword(s):  
Analytical Method ◽  
Calculation Method ◽  
Laboratory Experiments ◽  
Wind Loads ◽  
Statistical Characteristics ◽  
Statistical Calculation ◽  
Load Bearing ◽  
High Rise ◽  
The Impact ◽  
Window Design

In the following article we examine problems faced when designing PVC windows for high-rise buildings, which are usually not considered when constructing objects for massive sites, using a high-rise residential complex as an example. We address the matters related to wind loads on windows & statistical calculation of the impact of wind loads on them. We have presented variants of installing load-bearing elements of PVC windows which accept wind loads. We conducted a laboratory experiment by simulating wind loads on the window design, which is actually used for glazing the examined high-rise building. In the course of the experiment we determined additional factors which need to be considered when constructing PVC window structures for glazing high-rise buildings. We can determine that the following calculation method for the impact of wind load on PVC windows gives higher values of the desired statistical characteristics of load-bearing elements of a window compared to the results of laboratory experiments. We provide prerequisites to improve the analytical method of calculating impact of wind loads on load-bearing elements of PVC windows.

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