|
|||||
|
|
| 工程结构粘弹性消能支撑型式及设计参数的研究 | |
| 引用本文： | 常业军,苏毅,程文瀼,吴曙光.工程结构粘弹性消能支撑型式及设计参数的研究[J].地震工程与工程振动,2007,27(1):136-140. |
| 作者姓名： | 常业军 苏毅 程文瀼 吴曙光 |
| 作者单位： | 1. 东南大学,土木工程学院,江苏,南京,210096 2. 南京林业大学,土木工程学院,江苏,南京,210037 3. 铜陵学院,土木工程系,安徽,铜陵,244000 |
| 基金项目： | 安徽省自然科学研究项目（2006KJ170C） |
| 摘 要： | 针对工程中的实际需要,提出一些新型的粘弹性消能支撑型式,分析了它们的受力特点,推导了消能支撑变形的表达式,并给出了其控制力的计算公式;最后,研究了影响结构消能效果的设计参数,给出了设计参数合理的取值范围。 |
| 关 键 词： | 粘弹性阻尼器 消能支撑 变形 控制力 设计参数 |
| 文章编号： | 1000-1301（2007）01-0136-05 |
| 修稿时间： | 2006-03-152006-08-09 |
Study on brace types and design parameters of engineering structures using viscoelastic dampers |
|
| Chang Yejun,Su Yi,Cheng Wenrang,Wu Shuguang.Study on brace types and design parameters of engineering structures using viscoelastic dampers[J].Earthquake Engineering and Engineering Vibration,2007,27(1):136-140. | |
| Authors: | Chang Yejun Su Yi Cheng Wenrang Wu Shuguang |
| Institution: | 1. College of Civil Engineering, Southeast University, Nanjing 210096, China; 2. College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China; 3, Department of Civil Engineering, Tongling Institute, Tongling 244000, China |
| Abstract: | According to the practical requirements of engineering structures,some new types of viscoelastic dissipation energy braces are put forward and their force-bearing properties are studied.The deformation formula of energy dissipation braces is put forward.Then the calculation formula of control force is also given.Finally the design parameters of the effect of structural energy dissipation is analyzed.Some suggestions are made for the reasonable value range of the design parameters. |
| Keywords: | viscoelastic damper energy dissipation brace deformation control force design parameter |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |