Chung-Hua University Repository:Item 987654321/26438
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 8557/14866 (58%)
Visitors : 1402930      Online Users : 2732
RC Version 6.0 © Powered By DSPACE, MIT. Enhanced by NTU 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
    Home ‧ Login ‧ Upload ‧ Help ‧ About ‧ Administer Goto mobile version


    Please use this identifier to cite or link to this item: http://chur.chu.edu.tw/handle/987654321/26438


    Title: 以音波回音法評估沉箱式基礎長度之初步研究
    Authors: 廖述濤
    Liao, Shu-Tao
    Contributors: 土木工程學系
    Civil Engineering
    Keywords: 非破壞檢測;沉箱式基礎;音波回音法
    Nondestructive Test;Caisson Foundation;Sonic Echo Method
    Date: 2011
    Issue Date: 2014-06-26 20:34:52 (UTC+8)
    Abstract: 以暫態彈性應力波來檢測評估基礎之深度為一具有重要應用價值之技術。本研究之目的即為探討使用應力波來檢測評估沉箱基礎深度之可行性。在整個研究過程中，將同時使用「有限元素數值模擬」與「現地檢測實驗驗證」的方式，對此一問題進行深入的交叉研究。本研究首先自行開發出一套視窗介面式之敲擊反應檢測系統，並針對興建中之花蓮壽豐溪橋沉箱式基礎進行分階段之一系列檢測實驗，藉著比較各階段檢測反應訊號之差異來了解各階段不同結構元件之加入對檢測訊號之影響。
    Evaluating the depth of foundations with transient elastic waves is an important technique of high application value. The objective of this research was to study the feasibility of using elastic waves to assess the depth of caissons. In the course of stud
    Appears in Collections:[土木工程學系] 研討會論文

    Files in This Item:

    File Description SizeFormat
    s_230_0411.pdf36KbAdobe PDF156View/Open


    All items in CHUR are protected by copyright, with all rights reserved.

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