检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:李正良[1,2] 刘欣鹏[1] 晏致涛[1,2] 焦红伟[1] 俞登科[1]
机构地区:[1]重庆大学土木工程学院,重庆400045 [2]重庆大学山地城镇建设与新技术教育部重点实验室,重庆400045
出 处:《振动与冲击》2015年第19期76-83,共8页Journal of Vibration and Shock
基 金:国家自然科学基金(51278511)
摘 要:曼型干式煤气柜不同于一般空间结构,其动力特性十分复杂,作为研究其频域内风振响应的基础,首先通过建立精细化有限元模型研究其在不同工况下的动力特性;其次,分别计算背景、共振响应振型能量参与系数,并按降序排列,选取结构风振响应的主要模态;最后,通过选取模态进行频域计算并与传统频域计算方法(完全二次振型叠加,CQC法)对比。结果表明:结构自振频率分布密集;动力特性受活塞位置及内部气压影响较大;背景、共振响应振型能量参与系数能准确反映各阶模态能量对响应总能量的贡献程度;通过振型能量参与系数法确定的主要模态进行频域分析具有计算效率高,计算精度可控的优点。The dynamic characteristics of a MAN type dry gas storage tank are very complex,they are different from those of ordinary spatial structures. Here,as the basis of its wind-induced response analysis in frequency domain,its dynamic characteristics were analyzed under different working conditions by using the finite element method. Its modes were sorted with order-descending according to the calculation results of mode energy participation factors of background response and resonant response,respectively. Then,the modes with significant contributions to its wind-induced vibration were selected. Finally,the results calculated in frequency domain with a selected modes were compared with those calculated with CQC method. The results showed that the modal frequency distribution of the structure is dense; the location of piston and internal pressure have larger influences on the dynamic characteristics of the gas storage tank; the mode energy participation factors of background response and resonant one can reflect the contributions of different order modes' energy to the total energy of the response; the analysis in frequency domain with the main modes determined using the mode energy participation factors has advantages of higher calculation efficiency and controllable computation accuracy.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.229