Volume 14 Issue 4
Turn off MathJax
Article Contents
Abstract
Related Articles
Song Jinfeng He Yuao, . THE SPACIAL DYNAMIC RESPONSES OF WIND LOAD AND OPTIMAL CONTROL FOR TALL TVTOWER STRUCTURES[J]. Engineering Mechanics, 1997, 14(4): 44-52.
Citation: Song Jinfeng He Yuao, . THE SPACIAL DYNAMIC RESPONSES OF WIND LOAD AND OPTIMAL CONTROL FOR TALL TVTOWER STRUCTURES[J]. Engineering Mechanics, 1997, 14(4): 44-52.
shu

THE SPACIAL DYNAMIC RESPONSES OF WIND LOAD AND OPTIMAL CONTROL FOR TALL TVTOWER STRUCTURES

  • Shan Dong Architectural and Engineering Institute, Jinan 250014;2. Tian Jin University, Tianjin 300072

More Information
  • Received Date: June 30, 1996
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • A kind of semi-active manipulable TMD system was proposed in this paper according to characteristic of TV-tower in shape of revolutionary shell. A computer software was worked out with the theory of revolutionary shell. On this basis, the optimal calculation for location, quantity and parameters of TMD system was introduced. The results of optimal calculation show that the manipulable TMD system has obvious vibration absorption effects.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]WANG Jia-lei, FU Ji-yang, WU Jiu-rong, LIU Yan-hui, ZHOU Hui-meng. RESEARCH ON ADAPTIVE TIME DELAY COMPENSATION FOR REAL-TIME HYBIRD TEST OF WIND-INDUCED VIBRATION CONTROL OF HIGH-RISE STRUCTURES WITH TMD SYSTEM[J]. Engineering Mechanics. DOI: 10.6052/j.issn.1000-4750.2023.11.0883
    [2]LIU Gang, LEI Zhen-bo, YANG Wei, LI Yang. MECHANISM ANALYSIS AND PARAMETER TUNING OPTIMIZATION FOR WIND TURBINE TOWERS WITH PS-TMD PASSIVE CONTROL DEVICES[J]. Engineering Mechanics, 2021, 38(12): 137-146. DOI: 10.6052/j.issn.1000-4750.2020.11.0851
    [3]FU Chuan. VIBRATION CONTROL OF TRANSFORMING TLCDSTRUCTURE TO TMD-STRUCTURE[J]. Engineering Mechanics, 2016, 33(4): 114-120,129. DOI: 10.6052/j.issn.1000-4750.2014.08.0731
    [4]WEN Yong-kui, SUN Li-min. RESEARCH ON WIND RESPONSE CONTROL OF LARGE CABLE-STAYED BRIDGE UNDER CONSTRUCTION BY USING HYBRID SYSTEM OF TMDS AND ATMDS[J]. Engineering Mechanics, 2011, 28(7): 171-179.
    [5]LIU Guo-huan, LI Hong-nan, GUO Wei. AN EQUIVALENT CALCULATION METHOD FOR ANALYSIS OF STRUCTURAL VIBRATION CONTROL OF TRANSFORMING TLD-STRUCTURE TO TMD -STRUCTURE SYSTEM[J]. Engineering Mechanics, 2011, 28(5): 31-034,.
    [6]LIU Kun, ZHU Hang, OU Jin-ping. APPLICATION OF TMD IN HEAVE RESPONSE CONTROL OF SEMI-SUBEMERSIBLE PLATFORM[J]. Engineering Mechanics, 2011, 28(增刊I): 205-210.
    [7]YAN An-zhi, CHEN Ya-juan, TENG Jun. OPTIMIZATION OF IMPACT PARAMETER OF TMD BASED ON HERTZ MODEL[J]. Engineering Mechanics, 2010, 27(6): 189-193,.
    [8]YUAN Chang-qing, LI Jun-feng, WANG Tian-shu, BAOYIN He-xi. AN OPTIMAL AND ROBUST ATTITUDE-TRACKING CONTROL OF SPACECRAFT BASED ON INVERSE SYSTEM METHOD[J]. Engineering Mechanics, 2008, 25(2): 214-218.
    [9]GE Xin-sheng, CHEN Li-qun, LIU Yan-zhu. OPTIMAL CONTROL OF A NONHOLONOMIC MOTION PLANNING FOR MUTILBODY SYSTEMS[J]. Engineering Mechanics, 2006, 23(3): 63-68.
    [10]XU Gang, WANG Jing-fu, REN Wen-min, LIU Gang-liang, WANG Zhong-wen, GU Jin-jun. REDUCTION OF VIBRATION DURING CONSTRUCTION OF BRIDGE TOWERS BY TMD[J]. Engineering Mechanics, 2003, 20(6): 106-110.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (689) PDF downloads (321) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return