索结构外文文献 索-桥结构非线性系统的前馈-反馈振动控制及算法设计.pdf

振动控制,索-桥结构,非线性系统,设计资料
文档页数:9
文档大小:2.37MB
文档格式:pdf
文档分类:设计资料
上传会员:
上传日期:
最后更新:

Hindawi Publishing Corporation Abstract and Applied Analysis Volume 2014 Article ID 513530 8 pages dx.doi.org/10.1155/2014/513530 Hindawi Research Article Feedforward and Feedback Vibration Control and Algorithm Design for Cable-Bridge Structure Nonlinear Systems Yan-Jun Liang Shi-Liang Wu 2 De-Xin Gao and Xiao-Rong Xue' School of Computer and Information Engineering Anyang Normal University Anyang 455000 China 2 School of Mathematics and Statistics Anyang Normal University Anyang 455000 China 3 College of Automation and Electronic Engineering Qingdao University of Science and Technology Qingdao 266042 China Correspondence should be addressed to Yan-Jun Liang:myluck0404@126. Received 9 December 2013;Revised 15 February 2014;Accepted 20 February 2014;Published 23 March 2014 Academic Editor:Ryan Loxton Copyright 2014 Yan-Jun Liang et al.This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use distribution and reproduction in any medium provided the original work is properly cited. Technique of feedforward and feedback optimal vibration control and simulation for long-span cable-bridge coupled systems is developed.Buffeting loading systems of long-span cable-bridge structure are constructed by weighted amplitude wave superposition method.Nonlinear model of cable-bridge coupled vibration control system is established and the corresponding system of state space form is described.In order to reduce buffeting ...

资源链接请先登录(扫码可直接登录、免注册)
十年老网站,真实资源!
高速直链,非网盘分享!浏览器直接下载、拒绝套路!
本站已在工信部及公安备案,真实可信!
手机扫码一键登录、无需填写资料及验证,支持QQ/微信/微博(建议QQ,支持手机快捷登录)
①升级会员方法:一键登录后->用户中心(右上角)->升级会员菜单
②注册登录、单独下载/升级会员、下载失败处理等任何问题,请加客服微信
不会操作?点此查看“会员注册登录方法”

投稿会员:匿名用户
我的头像

您必须才能评论!

手机扫码、免注册、直接登录

 注意:QQ登录支持手机端浏览器一键登录及扫码登录
微信仅支持手机扫码一键登录

账号密码登录(仅适用于原老用户)