对采用不同材料加层时结构阻尼比计算方法(应变能法).PDF

对采用不同材料加层时结构阻尼比计算方法(应变能法).PDF

  1. 1、本文档共5页,可阅读全部内容。
  2. 2、原创力文档(book118)网站文档一经付费(服务费),不意味着购买了该文档的版权,仅供个人/单位学习、研究之用,不得用于商业用途,未经授权,严禁复制、发行、汇编、翻译或者网络传播等,侵权必究。
  3. 3、本站所有内容均由合作方或网友上传,本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺!文档内容仅供研究参考,付费前请自行鉴别。如您付费,意味着您自己接受本站规则且自行承担风险,本站不退款、不进行额外附加服务;查看《如何避免下载的几个坑》。如果您已付费下载过本站文档,您可以点击 这里二次下载
  4. 4、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等,请点击“版权申诉”(推荐),也可以打举报电话:400-050-0827(电话支持时间:9:00-18:30)。
30 2 V l. 30, N 1 2 2008 4 Earthquake Resistant Engineering and Retr fitting Apr. 2008 [ ] 1002- 8412( 2008) 02-0091-05 ( ) 薛彦涛, 韦承基, 孙仁范, 史铁花, 韩 雪( , 100013) [ ] , ; , , , , 2 : , ; [ ] ; ; ; [ ] TU31113 [ ] A Calculation Method for Damping Ration of Different Story Added Structures ( Strain Energy Method) X ue Yan-tao , Wei Cheng-j i , Sun Ren-f an , Shi Tie-hua ,H an Xue ( China A cademy of Building Research , Beij ing 100013, China) Abstract: Significant differences ccur in the damping rati after adding different material st ries n the t p f the riginal building. The precise f rmule f r the damping rati f different type f st ry-added structures are deduced based n energy principle. Acc rding t the shear structure characteristics, the f rmule adapted t the written calculati ns are derived. The f rmule is nly related t the vibrati n m de and st ry mass with g d precisi n c mpared with precise f rmula. Tw calculati n examples are suggested. It is f und that m dal damping rati varies with different st ry-added material and different damping rati f st ry-added structure respectively. There is a big err r f r calculating the damping rati f frame structure directly with the shear frame structure m del. Keywords: n n-classical damping ; st ry-adding ; energy meth d; damping rati 1 , , , , , ( ) , , , N , , : , , C N = ( 1) , , 2mX , [1~ 4] k X =

文档评论(0)

xiaowei110 + 关注
实名认证
内容提供者

该用户很懒,什么也没介绍

认证主体杜**

1亿VIP精品文档

相关文档

相关课程推荐