English  |  正體中文  |  简体中文  |  Items with full text/Total items : 56431/90260 (63%)
Visitors : 11701451      Online Users : 37
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library & TKU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version
    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/116975


    Title: Structural Optimization with Design Constraints on Peak Responses to Temporally Correlated Quasi-static Load Processes
    Authors: Chien-Kai Wang;Chang-Min Tsai;Bo-Sen Chuang;Yuan-Lung Lo
    Keywords: Structural optimization;Peak response constraints;Stationary load processes;Temporally correlated quasi-static loads;Design sensitivity analysis
    Date: 2018-09-07
    Issue Date: 2019-09-13 12:10:22 (UTC+8)
    Publisher: Springer Berlin Heidelberg
    Abstract: Structural optimization has become a widely used tool for various applications due to its capability of providing design freedom and promise to efficient structures. Current optimization methods are usually utilized for producing optimal structural systems subjected to design constraints under definite static or dynamic load distributions. However, engineering structures may experience randomly fluctuating loads in different physical environments. In this paper, a methodology of structural optimization with constraints on peak system responses to temporally correlated quasi-static load processes is developed. The proposed methodology provides an algorithm for generating structures of the optimal designs with constraints on their extreme responses to such environmental load sequences which have correlation features in the time domain. The computational results confirm that material distributions of optimized structures with peak response constraints highly depend on correlation levels of quasi-static load distributions under stationary processes. Furthermore, conventional optimization of structures in statics with displacement constraints is also compared with the reported optimum material distributions with peak response constraints under correlated load sequences. In consequence, the developed methodology provides a powerful tool of structural designs under stationary processes of temporally correlated loads having very low frequencies for fundamental engineering structures and further multidisciplinary mechanics researches.
    Relation: Structural and Multidisciplinary Optimization 59(2), p.521–538
    DOI: 10.1007/s00158-018-2082-4
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

    Files in This Item:

    File Description SizeFormat
    index.html0KbHTML18View/Open
    Structural Optimization with Design Constraints on Peak Responses to Temporally Correlated Quasi-static Load Processes.pdf4253KbAdobe PDF0View/Open

    All items in 機構典藏 are protected by copyright, with all rights reserved.


    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library & TKU Library IR teams. Copyright ©   - Feedback