|
OALib Journal期刊
ISSN: 2333-9721
费用：99美元
|
|
|
|
线性与非线性黏滞阻尼支撑减震效果的比较
DOI: 10.3969/j.issn.1671-7627.2009.06.010, PP. 45-49
Keywords: 黏滞阻尼支撑,线性,非线性,速度指数
Abstract:
黏滞阻尼器的速度指数取值制约着阻尼支撑减震效果，需确定合理的速度指数取值范围.从工程设计应用出发，按2种思路比较房屋在分别设置线性与非线性黏滞阻尼支撑后产生的结构响应、减震效果、柱轴力、经济性和安全性.研究结果表明：非线性黏滞阻尼支撑在小震下较为经济有效，在大震下抗震安全度较高且方便相关支撑与连接设计的结论.
| [1] | 叶正强．工程结构减振黏滞流体阻尼器的动态力学性能试验研究[d]．南京:东南大学,2004.
|
| [2] | taylordevicesinc.seismicdampersandseismicprotectionproducts[eb/ol].（1998-09-24）.http∥www.taylordevices.com／tayd.htm.
|
| [3] | luweidong,liuweiqing,wangtao.calculationmethodforadditionalequivalentdampingratioofenergydissipationstructure[j].journalofnanjinguniversityoftechnology:naturalscienceedition,2009,31(1):98-100.
|
| [4] | 汪大洋,周云.黏滞阻尼减震结构的研究与应用进展[j].工程抗震与加固改造,2006,28(4):23-31.
|
| [5] | wangdayang,zhouyun.stateoftheartofresearchandapplicationonstructureswithviscousdamper[j].earthquakeresistantengineeringandretrofitting,2006,28(4):23-31.
|
| [6] | 刘鹏飞，刘伟庆.基于位移的减震结构设计方法研究[j].世界地震工程,2009,25(1):44-47.
|
| [7] | liupengfei,liuweiqing.studyondisplacementbaseddesignmethodforenergydissipationstructures[j].worldearthquakeengineering,2009,25(1):44-47.
|
| [8] | 曾德惠.黏滞阻尼器被动振动控制仿真研究[j].湖北民族学院学报:自然科学版,2009,27(2):221-222.
|
| [9] | zengdehui.researchonsimulationofpassivevibrationcontrolsystemwithfluidviscousdamper[j].journalofhubeiuniversityfornationalities:naturalscienceedition,2009,27(2):221-222.
|
| [10] | 陈永祁.工程结构用液体黏滞阻尼器的结构构造和速度指数[j].钢结构,2008,23(9):48-52.
|
| [11] | chenyongqi.constructionandvelocityexponentsoffluidviscousdamperforstructuralengineering[j].steelstructure,2008,23(9):48-52.
|
| [12] | 欧进萍,丁建华.油缸间隙式阻尼器理论与性能试验[j].地震工程与工程振动,1999，19(4):83-89.
|
| [13] | oujinping,dingjianhua.theoryandperformanceexperimentofviscousdamperofclearancehydrocylinder[j].earthquakeengineeringandengineeringvibration,1999,19(4):83-89.
|
| [14] | 欧谨,刘伟庆,章振涛.一种新型黏滞阻尼材料的试验研究[j].地震工程与工程振动,2005，25(1):109-112.
|
| [15] | oujin,liuweiqing,zhangzhentao.experimentalresearchonanewtypeofviscousdampingmaterial[j].earthquakeengineeringandengineeringvibration,2005,25(1):109-112.
|
| [16] | housnergw,bergmanla.structuralcontrol:past,presentandfuture[j].journalofengineeringmechanics,1997,123(9):73-79.
|
| [17] | shaodihong,miyamotohk.viscousdamperversusfrictiondamperforretrofitofanonductilereinforcedconcretebuildingwithunreinforcedmasonryinfills[c]∥conventionofthestructuralengineersassociationofcalifornia.california:santabarbara，1999：81-105.
|
| [18] | 刘伟庆,王曙光.消能支撑框架结构的研究与应用[j].南京工业大学学报:自然科学版,2002,24(1):30-44.
|
| [19] | liuweiqing,wangshuguang.researchandpracticalapplicationofrcframewithenergydissipationbraces[j].journalofnanjinguniversityoftechnology:naturalscienceedition,2002,24(1):30-44.
|
| [20] | 陆伟东,刘伟庆,汪涛.消能减震结构附加等效阻尼比计算方法[j].南京工业大学学报:自然科学版,2009,31(1):98-100.
|
Full-Text
|
|
Contact Us
service@oalib.com QQ:3279437679 
WhatsApp +8615387084133
|
|
