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Student Number 84322040
Author Jian-Fu Wang(王建富)
Author's Email Address No Public.
Statistics This thesis had been viewed 292 times. Download 10 times.
Department Civil Engineering
Year 1996
Semester 2
Degree Master
Type of Document Master's Thesis
Language zh-TW.Big5 Chinese
Title Cyclic Behavior of Steel Reinforced Concrete Confined with Welded Wire Fabric
Date of Defense 0000-00-00
Page Count 151
Keyword
  • Confined
  • Cyclic Loading
  • Reinforced Concrete
  • Steel
  • Steel Reinforced Concrete
  • Welded Wire Fabric
  • Abstract Steel reinforced concrete (SRC) is a composite form of structural steel and reinforced concrete. The design of steel reinforced concrete is intended to improve the stiffness of steel structure and the ductility of reinforced concrete. However, the tradition method in forming the SRC member usually attracts concentrated load in the stirrups. The stress concentration in stirrups will induce cracks of the member and result in premature member failure due to loss of concrete confinement. Therefore, the need to improve the forming method is essential.
    This study is focused on the behavior of SRC members confined with welded wire fabrics (WWF). The welded wire fabrics is capable of distributing load to the whole length of member thus reduces the level of stress. Welded wire fabrics can also provide better confinement to the concrete through its grid action. This study investigated the effects of reinforcement ratios, fabric diameters, and meshes of welded wire fabrics on the member performance. It was found that the use of WWF significantly enhanced the ultimate strength and the ductility ofthe member.
    Table of Content 誌謝 I
    中文摘要 II
    英文摘要 III
    目錄 IV
    表目錄 VIII
    圖目錄 IX
    第一章 緒論
    1.1 介紹 1
    1.2研究動機 3
    1.3 研究範圍 4
    1.4 研究目的與內容 5
    第二章 文獻回顧 7
    2.1 國內外相關研究 7
     2.1.1 鋼線網簡介 7
     2.1.2有關鋼線網之研究 8
     2.1.3 ACI規範有關鋼線網之規定
     2.1.4 有關SRC之研究 10
    2.2 美國ACI規範 14
     2.2.1 有關斷面之規定 14
     2.2.2 設計方法 16
    2.3 美國AISC-LRFD規範 18
     2.3.1 有關斷面之規定如下 19
     2.3.2 梁柱構材設計規定 20
    2.4 日本AIJ規範 22
     2.4.1 有關斷面之規定如下 23
     2.4.2 工作應力設計法與極限層剪力強度檢核 25
    第三章 反覆載重試驗之計畫與流程 30
    3.1 前言 30
    3.2 試體配置與製作 30
    3.3 材料試驗 32
    3.4 實驗裝置與實驗方法 32
    3.5 應用焊接鋼線網圍束之SRC構建反覆載重實驗過程 34
    第四章 結果與討論 43
    4.1 鋼線網圍束下之SRC構件破壞模式 43
     4.1.1 混凝土反覆加載行為 43
     4.1.2 WWF之承載行為 44
     4.1.3 鋼骨翼板之承載行為 44
     4.1.4鋼筋之反覆承載行為 45
    4.2 焊接鋼線網對SRC構件承載行為之影響 46
     4.2.1 與箍筋鋼量等值之置鋼網線 46
     4.2.2 以鋼線網替代部分主筋鋼量之承載行為 47
     4.2.3 以鋼線網橫向鋼量與箍筋鋼量相等時之承載行為 48
     4.2.4 增加20%鋼量之鋼線網之構件承載行為 48
    4.3 鋼線網之力學性質 49
     4.3.1 以縱向鋼線網作為縱向鋼筋之承載行為 49
     4.3.2 橫向鋼線網線徑對構件承載行為之影響 49
     4.3.3 鋼筋直徑對構件承載行為之影響 50
     4.3.4 以縱向鋼線網取代部分縱向鋼筋 50
     4.3.5 鋼線網橫向間距對構件承載行為之影響 51
     4.3.6 鋼線網縱向兼具對構件承載行為之影響 51
    第五章 鋼線網圍束行為構件反覆承載試驗結果與討論 53
    5.1 不同週期之位移歷程對構件承載行為之影響 53
    5.2 鋼線網束之SRC構件有效彈性勁度 54
    5.3 鋼線圍網束之SRC構件極限強度計算56
    第六章 結論與建議 59
    6.1 結論 59
    6.2 建議 60
    參考文獻 61
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    Advisor
  • Hsu,H.L.(許協隆)
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