竖向分段均匀连续结构的动力分析法

英文篇名：Dynamic analysis method of vertical segmented uniform continuous structure
中文刊名：哈尔滨工业大学学报
英文刊名：Journal of Harbin Institute of Technology
作者：刘华新 ; 王清湘 ; 孙荣书 ; 张旭
英文作者：LIU Hua-xin1 ; 2 ; WANG Qing-xiang1 ; SUN Rong-shu2 ; ZHANG Xu2(1.State Key Laboratory of Coastal and Offshore Engineering ; Dalian University of Technology ; Dalian 116024 ; China ; 2.College of Civil Engineering and Architecture ; Liaoning University of Technology ; Jinzhou 121001 ; China)
中文关键词：高耸结构 ; 地震反应 ; 弯曲振动 ; 转动
英文关键词：towering structure ; earthquake response ; flexural vibrations ; rotation
出版日期：2009-04-15
机构：大连理工大学海岸与近海工程国家重点实验室;辽宁工业大学土木建筑工程学院;
年：2009
期：04
出版单位：哈尔滨工业大学学报

摘要

为了研究常见的竖向不均匀高层结构、高耸结构的动力学分析问题,以弯曲振动为例考虑上部结构与地基基础的共同作用以及转动的影响,将非均质连续高耸结构简化为分段均匀的连续体,利用振型的正交性把偏微分方程转化为常微分方程,提出分段均匀连续的动力分析模型,建立动力学分析方程,可以很方便的对不均匀结构进行动力分析.
To research the dynamic analysis problem of vertical non-uniform high-rise structure and towering structure,flexural vibrations were taken as examples with the consideration of combined action of superstructure and foundation as well as the action of rotation.Then the non-uniform continuous towering structure was simplified to segmented uniform continuous structure,and the partial differential equation was turned into the ordinary differential equation by utilizing the orthogonality of vibration mode.A model of vertical segmented uniform continuous structure was presented and applied to the establishment of dynamic equation.The method is applicable in the dynamic analysis of non-uniform structure.

引文

[1]CHOPRA A K,GOEL R K.A model pushover analysisprocedure for estimating seismic emands for buildings[J].Earthquake Engineering and Structural Dynamics,2002,31,31:561-582.
    [2]GUPTA B,KUNNATH S K.Adaptive spectra-basedpushover procedure for seismic evaluation of structures[J].Earthquake Spectra,2000,2,(2):367-391.
    [3]张之明,杜成斌,江泉.结构动力学[M].南京:河海大学出版社,2001.
    [4]王开顺.地基对建筑结构地震反应影响[J].中国建筑科学研究院建筑科学研究报告,1983,(15):32-47.
    [5]丁建国静力弹塑性分析方法在高层建筑结构中的应用[J].南京理工大学学报(自然科学版),2008,32(6):672-675.
    [6]FENG M Q,ZHANG R C.Wind-induced vibrationcharacteristics of Nanjing TV tower[J].Journal of Non-linear Mechanics,1997,32,32(4):693-706.
    [7]WU J R,LI Q S.Finite element model updating for ahigh-rise structure based on ambient vibration meas-urements[J].Engineering Structures,2004,26,26(7):979-990.
    [8]李爽,谢礼立,郝敏.地震动参数及结构整体破坏相关性研究[J].哈尔滨工业大学学报,2007,39(4):505-511.
    [9]王松涛,曹资.现代抗震设计方法[M].北京:中国建筑工业出版社,1997.215-246.
    [10]唐小微.土———结构相互作用系统的地震分析[D].辽宁锦州:辽宁工学院,1999.