Research on Wind Load Characteristics and Wind-induced Responses of the Opening Roof Structure for Stadiums

杨建林; 冯若强

doi:10.13409/j.cnki.jdpme.2017.03.024

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Research on Wind Load Characteristics and Wind-induced Responses of the Opening Roof Structure for Stadiums

更新时间：2025-12-11

- Research on Wind Load Characteristics and Wind-induced Responses of the Opening Roof Structure for Stadiums
- Vol. 37, Issue 3, Pages: 496-501(2017)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2017.03.024
  CLC： U311.3;TU393.3
- Published：2017
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[1]杨建林,冯若强.开敞式体育场屋盖结构风荷载特性及风振特性研究[J].防灾减灾工程学报,2017,37(03):496-501.

杨建林, 冯若强. Research on Wind Load Characteristics and Wind-induced Responses of the Opening Roof Structure for Stadiums[J]. 2017, 37(3): 496-501.
[1]杨建林,冯若强.开敞式体育场屋盖结构风荷载特性及风振特性研究[J].防灾减灾工程学报,2017,37(03):496-501. DOI： 10.13409/j.cnki.jdpme.2017.03.024.

杨建林, 冯若强. Research on Wind Load Characteristics and Wind-induced Responses of the Opening Roof Structure for Stadiums[J]. 2017, 37(3): 496-501. DOI： 10.13409/j.cnki.jdpme.2017.03.024.

摘要

以深圳石岩大树林公园开敞式体育场为例

进行开敞式屋盖结构风荷载特性、结构自振特性、风振响应特性、风振系数研究。首先

通过风洞试验

给出了24个不同方向角结构表面的风荷载分布

挑选较为不利的风向角。其次

进行了结构自振特性研究

分析了结构的刚度薄弱处和振动特点。然后

在对结构表面风荷载分析的基础上

选择6个典型的风向角进行结构的风致动力响应分析。最后

对动力分析结果进行统计分析

提出了可供设计参考的风振系数建议值

为今后工程人员设计开敞式屋盖结构提供参考。

Abstract

The paper

which takes the opening roof structure for stadiums as an example

is to conduct a systematic study on the wind load characteristics、vibration modes of the opening roof structure、wind-induced response of opening roof structure、and gust response coefficients.At first

the wind loads in 24 different wind directions were given

which were derived from the wind tunnel tests

and the unfavorable wind direction is selected.Then

the natural vibration characteristic of the structure was studied

and the vibration characteristics were analyzed.After that

on the basis of the analysis of wind loads on the surface of the structure

6 typical wind directions were selected to analyze the wind-induced dynamic responses of structure.Finally

the paper performs a statistical analysis of the wind-induced responses and proposes the suggested values of the wind-induced response and gust response coefficients of structure

which is provided to designers as references for the wind load-resisting of similar opening roofs.

关键词

Keywords

references

考虑下部结构支承刚度的大跨度屋盖风致响应分析 [J]. 陈智勇,彭振斌,陈伟. 中南大学学报(自然科学版) . 2015(04)

肋环型单层曲板网壳结构的风振响应及等效静风荷载 [J]. 冯若强,丁静鹄,李庆祥,叶继红. 东南大学学报(自然科学版) . 2012(02)

单层折面空间网格结构风荷载特性及等效静风荷载研究 [J]. 冯若强,丁静鹄,李庆祥,叶继红. 建筑结构学报 . 2012(01)

中美澳风荷载规范重要参数的比较 [J]. 黄韬颖,杨庆山. 工程建设与设计 . 2007(01)

大跨空间结构的发展——回顾与展望 [J]. 沈世钊. 土木工程学报 . 1998(03)

GB 50009-2012. 建筑结构荷载规范 [S]. 2012

Effective static load distributions in wind engineering [J] . J.D. Holmes. Journal of Wind Engineering & Industrial Aerodynamics . 2002 (2)

Study of wind-induced response of long-span structure [J] . H. Yasui,H. Marukawa,J. Katagiri,A. Katsumura,Y. Tamura,K. Watanabe. Journal of Wind Engineering & Industrial Aerodynamics . 1999 (1)

Wind-induced dynamic response and resultant load estimation of a circular flat roof [J] . Yasushi Uematsu,Keisuke Watanabe,Akihiro Sasaki,Motohiko Yamada,Takeshi Hongo. Journal of Wind Engineering & Industrial Aerodynamics . 1999 (1)

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