高层建筑简化振型及在结构风振计算中的应用
CSTR:
作者:
作者单位:

同济大学 航空航天与力学学院,上海 200092,同济大学 航空航天与力学学院,上海 200092

中图分类号:

TU312

基金项目:


Simplified Mode of High Rise Buildings and Its Application in Wind Induced Structural Vibration Analysis
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [23]
  • |
  • 相似文献 [20]
  • | | |
  • 文章评论
    摘要:

    基于弯剪型悬臂梁模型分析高层建筑的动力特性,给出控制高层建筑振型形状的特征参数;通过对具有不同特征参数的基阶振型曲线进行拟合分析,得到既形式简洁又能准确反映实际结构基阶振型的简化模型;同时,给出控制简化振型形状的振型指数的确定方案.将简化振型应用于实际高层建筑的结构风振计算,结果表明,采用该简化振型能更准确地体现风荷载沿建筑高度的分布情况,提高风荷载和风振响应计算的精度.

    Abstract:

    Dynamic characteristics of highrise buildings is analyzed in this paper with the help of shearflexural type cantilever beam model; and then, a structural characteristic parameter governing the mode of highrise buildings is given. Through the fitting analysis of fundamental mode shapes with different structural characteristic parameters, a simplified model of fundamental mode is obtained, which has a concise expression but can accurately reflect the prototype fundamental mode shapes of highrise buildings; at the same time, the method for determining the mode index which governs the shape of simplified modes is given. The simplified fundamental mode of this paper is applied in the windinduced vibration analysis of an actual highrise building; the result shows that, by using the simplified mode, the wind load distribution along the height of the building can be reflected more precisely and the computational accuracy of wind loads and windinduced responses of the building can be improved.

    参考文献
    张相庭. 结构风工程:理论.规范.实践[M]. 北京: 中国建筑工业出版社.2006.
    Zhang Xiangting. Structural wind engineering [M].Beijing: China Building Industry Press, 2006.
    梁枢果, 李辉民, 瞿伟廉. 高层建筑风荷载计算中的基本振型表达式分析[J]. 同济大学学报(自然科学版),.2002, 30(5):578-582
    Liang Shuguo, Li Huimin, Qu Weilian. Analysis of fundamental mode shape expressions of tall buildings for evaluating wind loads[J]. Journal of Tongji University: Natural Science Edition, 2002, 30 ( 5) :578- 582.
    [3]周印. 高层建筑静力等效风荷载和响应的理论与实验研究[D]. 上海: 同济大学土木工程学院, 1998.
    ZHOU Yin. Theoretical and experimental study of high—risebuilding static equivalent wind loads and response[D]. Shanghai. Tongji University. School of Civil Engineering, 1998.
    Holmes J D.Mode shape corrections for dynamic response to wind[J].Engineering Structures,1987,9(3):210-21.
    [5]Y Zhou, M Gu, H Xiang. Alongwind static equivalent wind loads and responses of tall buildings. Part II: Effects of mode shapes[J]. Journal of Wind Engineering Industrial Aerodynamics.S1999,S79(s 1–2):151-158
    周印, 顾明, 江欢成等. 高层建筑气动模型的模态形状修正[J]. 工程力学,S1999,S16(4):33-41.
    Y Zhou, M Gu, Jiang Huancheng, et al. Mode shape corrections for aerodynamic model of tall buildings[J]. Engineering Mechanics ,S1999,S16(4):33-41.
    American Society of Civil Engineers (ASCE). Minimum design loads for buildings and other structures[S]. Reston (VA): ASCE, 2010.
    [8]European Committee for Standardization (CEN). Eurocode 1: Actions on structures –Part 1–4: General actions –wind actions [S]. EN 1991-1-4:2005/ AC:2010 (E). Europe: European Standard (Eurocode), European Committee for Standardization (CEN), 2010.
    Architectural Institute of Japan (AIJ). RLB recommendations for loads on buildings [S]. Tokyo (Japan): Structural Standards Committee, Architectural Institute of Japan, 2004.
    张军锋, 葛耀君, 柯世堂, 等. 中美日三国规范高层结构风荷载标准值对比[J]. 湖南大学学报(自然科学版),2011-10,38(10).
    Zhang Junfeng, GE Yaojun, KE Shitang, et a1. Comparative study on the nominal value of wind loads on tall buildings among the codes of China,American and Japan[J]. Journal of Hunan University: Natural Science, 201l, 38(10).
    [11]GB50009—2012 建筑结构荷载规范[S]. 北京:中国建筑工业出版社, 2012.
    GB 50009—2012 Load code for the design of building structures[S]. Beijing: China Architecture & Building Press, 2012.
    [12]徐永林, 朱元清, 周晶矛等. 超高层建筑风荷载计算中的振型函数[J]. 地震地磁观测与研究.S2010,S31(3):111-114
    Xu Yongli,Zhu Yuanqing, Zhou Jingmao, Fan Yiyao,Qin Haowen,Ruan Zhenji,Gan Jin. Model function for computation of wind load on the skyscraper[J]. Seismological and Geomagnetic Observation and Research, 2010, 31(3):111-114.
    [13]李永贵,李秋胜. 基本振型对高层建筑等效静力风荷载的影响分析[J]. 《地震工程与工程振动》,S2016,S01(6):38-44
    Li Yonggui,SLi Qiusheng. Influence of fundamental mode shapes on equivalent static wind loads of tall buildings[J]. Earthquake Engineering And Engineering Dynamics, 2016,S01(6):38-44.
    陈国兴,金永彬. 高层建筑随机地震反应的简捷计算[J].南京建筑工程学院学报. 1999, (1): 29-37.
    Chen Guoxing, Jin Yongbin, Zai Jinmin. A Simple Method of Random Earthquake Response Analysis for High-Rise Buildings[J]. Journal of Nanjing Architectural and Civil Engineering Institute, 1999, (1): 29-37.
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

王国砚,张福寿.高层建筑简化振型及在结构风振计算中的应用[J].同济大学学报(自然科学版),2018,46(01):0007~0013

复制
分享
文章指标
  • 点击次数:1802
  • 下载次数: 1258
  • HTML阅读次数: 609
  • 引用次数: 0
历史
  • 收稿日期:2017-04-05
  • 最后修改日期:2017-11-04
  • 录用日期:2017-10-09
  • 在线发布日期: 2018-02-01
文章二维码