高层建筑原型实测测点优化布置方法研究

李正农 朱爱民

振动与冲击 ›› 2017, Vol. 36 ›› Issue (23) : 137-143.

PDF(1031 KB)
PDF(1031 KB)
振动与冲击 ›› 2017, Vol. 36 ›› Issue (23) : 137-143.
论文

高层建筑原型实测测点优化布置方法研究

  • 李正农  朱爱民
作者信息 +

Optimal sensors locating for wind-induced responses measurement of tall buildings

  • LI Zheng-nong  ZHU Ai-ming 
Author information +
文章历史 +

摘要

通过应用运筹图论中求P-重心的方法,重点研究高层建筑风致响应实测时的测点优化布置问题。具体操作是提取所监测高层建筑在风荷载作用下的数据进行处理,将高层建筑简化为层模型,再将该模型转为图论中研究的网络图,计算图中的顶点权重、边值以及权距离矩阵,最后利用求P-重心问题下界的算法得到重心,对所得重心分析确定测点。同时通过一个高层建筑动态响应的实例具体说明该方法,在优化布置后得到新的响应信息,算出此时结构适应度函数值并与结构适应度函数的最优值进行比较,发现两者相差很小,说明应用这种方法得到的结构风致响应数据具有相当高的精度,很好的解决了测点优化布置问题。

Abstract

A methodology to seek a network graph s P-gravity  center utilizing graph theory was used to study optimal sensors locating for wind-induced responses measurement of tall buildings. Firstly, the measured data of high–rise buildings bearing wind loads were collected, then these data were processed, the tall building was simplified as a layer model, and the model was converted into a network graph. The graph s parameters, such as, vertex weighting, boundary value and weighted distance matrix were calculated.  Finally, the gravity center of the graph was calculated with the algorithm to seek the lower bound of P-gravity center. The obtained gravity center was analyzed to determine sensorslocations. An example of tall building  was used to illustrate this method . After optimizing sensors locating, the tallbuilding responses  new  information was obtained. With the new information, the structure s flexibility function wascomputed and compared with the known optimal value of the structure’s flexibility function. It was shown that both of them agree well; so the proposed method has a good accuracy and the optimal sensors locating problem is well solved.

 

关键词

高层建筑 / 测点布置 / 优化 / 图论

Key words

 tall buildings / sensors locating / optimization / graph theory

引用本文

导出引用
李正农 朱爱民 . 高层建筑原型实测测点优化布置方法研究[J]. 振动与冲击, 2017, 36(23): 137-143
LI Zheng-nong ZHU Ai-ming . Optimal sensors locating for wind-induced responses measurement of tall buildings[J]. Journal of Vibration and Shock, 2017, 36(23): 137-143

参考文献

[1]Kammer D C. Sensor placement for on-orbit  modal identification and correlation of large space structures[J]. Journal of Guidance Control and Dynamics, 1991, 14(2): 251-259.
[2]Mar Reynier and Hisham Abou-Kandil, Sensors location for updating problems[J]. Mechanical systems and signal Processing,1999,13(2):297-314.
[3]崔飞,袁万城,史家钧.传感器优化布设在桥梁健康监测中的应用[J].同济大学学报,1999, 27(2):165-169
Cui Fei ,Yuan Wancheng ,Shi Jiajun. Application of optimal sensor placement algorithms for health monitoring of bridges[J]. Journal of Tongji University, 1999, 27(2):165-169.
[4]LI Ge, QIN Quan, DONG Cong, Optimal placement of sensors for monitoring systems on suspension bridges using genetic algorithms[J]. Engineering Mechanics, 2000,17(1):25-34.
[5]I.Bruant, G.Coffignal F.Lene, M.Verge, A Methodology for determination of piezoelectric actuator and sensor location on beam structures[J],Journal of Sound and Vibration,2001,243(5) :861–882.
[6]李正农,刘福义,李秋胜.高层建筑动力反应实测中测点的优化布置方法的研究[J].地震工程与工程振动,2003,23(5):149-156.
Li Zhengnong, Liu Fuyi, Li Qiusheng. Optimal sensor locations for measurement of dynamic responses of tall buildings[J]. Earthquake and Engineering Vibration,2003,23(5):149-156.(in Chinese)
[7]李正农,唐银桥.高耸结构实测测点布置方法的研究[J].武汉理工大学学报,2005,27(4):40-43.
Li Zhengnong,Tangyinqiao. Optimal sensor locations in structure measurement of high-rise building[J].Journal of Wuhan University of Technology,2005,27(4):40-43.(in Chinese)
[8] 伊廷华,张旭东,李宏男. 基于自适应猴群算法的传感器优化布置方法研究[J]. 振动与冲击,2013, 32(23):285-290.
Yi Tinghua,Zhang Xu dong,Li Hongnan.Optimal sensor placement based on adaptive monkey algorithm[J].Journal of Vibration and Shock. 2013, 32(23):285-290.
[9]M.I.Friswell and J.E.Mottershead. Finite element model updating in structual dynamics[R]. Kluwer Academic Publishers, Dordrecht/Boston/London, 1999.
[10]J.M.W.Brownjo,T.C.pan ,X.Y.Deng,Correlating dynamic charateristics from field measurements and numerical analysis of high-rise building[J], Earthquake Engineering and Structural Dynamics,2000,29(4):523-543.
[11]杜端甫,运筹图论(图、网络理论中的运筹问题)[M], 北京,北京航空航天大学出版社,1990.
[12]Douglas B.West,Introduction to graph theory[M],北京,机械工业出版社,2004.
[13]李明哲,图论及其算法[M],北京,机械工业出版社,2010.
[14]苏万林.高层建筑风致响应实测测点的优化布置研究[D],湖南大学,2009.

PDF(1031 KB)

Accesses

Citation

Detail

段落导航
相关文章

/