首页|基于风洞试验的连廊式高层建筑风荷载特性研究

基于风洞试验的连廊式高层建筑风荷载特性研究

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风荷载是各种工程结构的重要设计荷载,更是连廊式建筑设计计算中必不可少的部分.研究利用高精度的电子压力扫描系统,实现了连廊式高层建筑表面风压风洞试验测试,得出该类建筑的风荷载作用特性.由实验结果可得:在风荷载的作用下,连廊式建筑的平均风压分布特性有别于常规建筑,受所连接的高层建筑影响,连廊区易呈现风压分布集中区,出现较大的风压极值;同时连廊区建筑表面平均风压值与风向角关联密切,当风向角变化时,部分测点风压值呈现明显突变,给结构抗风设计带来了挑战.
Study on Wind Load Characteristics of Corridor High-Rise Buildings Based on Wind Tunnel Test
Wind load is an important aspect for all kinds of engineering structures,and it is an indispensable part in the design and calculation of corridor buildings.In this paper,the wind tunnel experiment of the wind pressure of corridor-type high-rise building was conducted with the high-precision electronic pressure scanning system,and the wind load characteristics of this kind of building were obtained.The experimental results show that under the action of wind load,the average wind pressure distribution of corridor building is different from that of conventional buildings.Affected by the connected high-rise buildings,the corridor area is more prone to show a concentrated area of wind pressure distribution and a larger extreme value of wind pressure.Meanwhile,the average wind pressures of the building surfaces in the corridor area are closely related to the wind directions.When the wind direction angle changes,the wind pressure values of some measuring points show obvious abrupt change,which brings challenges to the wind resistance design of the structure.

corridor buildingwind tunnel testwind directionwind pressure coefficient

温佳慧、张明宇、鲍昱、陈秋华

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厦门理工学院土木工程与建筑学院

厦门理工学院福建省风灾害与风工程重点实验室

连廊式建筑 风洞试验 风向角 风压系数

福建省自然科学基金项目福建省中青年教育科研项目大学生创新训练项目

2022J011254JAT190648

2023

城市建筑
黑龙江科学技术出版社

城市建筑

影响因子:0.761
ISSN:1673-0232
年,卷(期):2023.20(23)
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