Title page for 93322016


[Back to Results | New Search]

Student Number 93322016
Author Sen-Sheng yang(楊森盛)
Author's Email Address 93322016@cc.ncu.edu.tw
Statistics This thesis had been viewed 970 times. Download 111 times.
Department Civil Engineering
Year 2005
Semester 2
Degree Master
Type of Document Master's Thesis
Language zh-TW.Big5 Chinese
Title Experimental Investigation on RC Moment-Resisting Frames with Different Failure Mechanisms
Date of Defense 2006-07-13
Page Count 144
Keyword
  • Experimental Investigation
  • Moment-Resisting Frames
  • on RC
  • with Different Failure Mechanisms
  • Abstract    Four RC moment-resisting frames were tested in the study. One of the specimens was a ductile frame designed according to code specification. Others were non-ductile frames which were designed for column and joint shear failure modes. The purpose of the study is to observe the failure behaviors of four test units.
       From the test results, the code-designed specimen, having close transverse reinforcement inside the column and joint, performed a ductile behavior. The specimen with no transverse reinforcement inside the joint was failed in joint shear damage. However, the joint shear failure did not cause the overall frame collapse in an abrupt way. The specimens with deficiencies in column shear failed unlike the one with poor joint. That is the strength decrease rapidly and shear failure was imposed to the base column at the end of test.
    Table of Content 目錄III
    表索引VIII
    圖索引IX
    符號表XIV
    第一章1
    1.1前言1
    1.2研究動機1
    1.3研究目的及方法2
    第 二 章 文 獻 回 顧3
    2.1 現行規範在抗彎構架之耐震設計3
    2.1.1 梁構件3
     2.1.1.1 範圍3
     2.1.1.2 縱向鋼筋3
     2.1.1.3 橫向鋼筋4
     2.1.1.4 剪力強度要求5
    2.1.2 柱構件5
     2.1.2.1 範圍5
     2.1.2.2 柱之最小彎矩強度6
     2.1.2.2 縱向鋼筋6
    2.1.3 接頭設計6
     2.1.3.1 決定接頭之設計剪力6
     2.1.3.2 強柱弱梁之規定7
     2.1.3.3 接頭標稱剪力強度8
     2.1.3.4 錨定與握裹設計之規定8
     2.1.3.5 接頭緊密箍筋之規定9
     2.1.3.6 防止柱主筋挫屈之規定10
    2.2 非韌性梁柱接頭剪力強度評估10
    2.2.1 Hakuto之剪力衰減模式10
    2.3 常見抗彎構架配筋缺失12
    第三章 實 驗 規 劃 與 執 行13
    3.1試體規劃13
    3.2材料試驗14
    3.2.1鋼筋抗拉試驗14
    3.2.2混凝土抗壓試驗14
    3.3 試體設計14
    3.3.1 J1試體-符合規範配筋之規定15
    3.3.2 J2試體-梁柱接頭無箍筋15
    3.3.3 J3試體-柱剪力缺失16
    3.3.4 J4試體-梁柱接頭無箍筋與柱剪力缺失16
    3.4 試體製作17
    3.4.1 基礎製作過程17
    3.4.2 試體製作過程19
    3.5實驗設置21
    3.5.1抗彎構架試驗21
    3.5.2 位移量測系統22
    3.6 實驗數據整理23
    第四章 實 驗 結 果28
    4.1 J1試體-符合規範配筋之規定28
    4.1.1 一般行為28
    4.1.2 接頭剪力變形31
    4.1.3 底柱剪力變形32
    4.1.4 梁與柱的行為32
    4.2 J2試體-梁柱接頭無箍筋33
    4.2.1 一般行為33
    4.2.2 接頭剪力變形35
    4.2.3 底柱剪力變形35
    4.2.4 梁與柱行為36
    4.3 J3試體-柱剪力缺失36
    4.3.1 一般行為36
    4.3.2 接頭剪力變形38
    4.3.3 底柱剪力變形39
    4.3.4 梁與柱行為39
    4.4 J4試體-梁柱接頭無箍筋與柱剪力缺失39
    4.4.1 一般行為39
    4.4.2 接頭剪力變形41
    4.4.3 底柱剪力變形42
    4.4.4 梁與柱行為42
    第五章 分 析 與 討 論43
    5.1 載重與位移關係43
    5.2 韌性與消能行為44
    5.3 接頭剪力強度與變形46
    5.4 柱剪力與變形關係47
    5.5 柱剪力與接頭剪力衰減趨勢比較48
    第 六 章 結 論49
    6.1 結論49
    參考文獻51
    附錄A115
    附錄B118
    Reference [1] ACI Committee 318,“Building Code Requirements for Structure Concrete (ACI 318-02) and Commentary (ACI 318R-02),”American Concrete Institute,Farmington Hills ,Michigan(2002).
    [2] ACI-ASCE Committee 352,“Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures,”ACI Journal, Proceeding, Vol. 82, No. 3, May-June,pp.266-283(1985).
    [3] 高啟洲, 「非韌性混凝土梁柱內接頭補強之研究」,碩士論文,王勇智指導,國立中央大學土木工程學研究所,桃園,民國91年7月(2002)。
    [4] Hakuto, S., Park, R., and Tanaka, H.,“Retrofitting of Reinforced Concrete Moment Resisting Frame,”, Research Report 95-4, Department of Civil Engineering, University of Canterbury, Christchurch, 390pp.(1995).
    [5] Paulay, T.,and Priestley,M.J.N., Seismic Design of Reinforced Concrete and Masonry of Buildings ,John Wiley&Sons,pp.250-286(1992).
    [6] Park, R.,“Seismic Assessment and Retrofit of Concrete Structures-United States and New Zealand Development,”  Proceedings of Technical Conference of New Zealand Concrete Society,Wairakei,pp.18-25(1992).
    [7] Park, R, Pauley ,T. Reinforced Concrete Structures, John Wiley&Sons,pp.716-758(1975).
    [8]Hakuto, S.,Park, R.,and Tanaka, H.,“Seismic Load Tests on Interior and Exterior Beam-Column Joints with Substandard Reinforcing Details” ACI Structural Journal, Vol.97 ,No.1,January-February,pp.11-25(2000).
    [9]何偉智,「鋼筋混凝土擴柱補強工法對非韌性梁柱接頭耐震能力提昇之探討」,碩士論文,王勇智指導,國立中央大學土木工程學研究所,桃園,民國92年七月(2003)。
    [10]Response-2000,Reinforced Concrete Sectional Analysis Using the Modified Compress Field Theory,By Evan C Bentz and Michael P Collins.
    [11]黃金順, 「雙層兩跨鋼筋混凝土抗彎構架耐震測試」,碩士論  文,王勇智指導,國立中央大學土木工程學研究所,桃園,民國92年七月(2003)。
    [12]Park, R.,“A Static Force-Based Procedure for the Seismic Assessment of Existing Concrete Moment Resisting Frames,”Bulletin of the New Zealand National Society for Earthquake Engineering, Vol 30, No. 3, pp. 213-226 (1997).
    [13]李宏仁,「鋼筋混凝土耐震梁柱接頭剪力強度之研究」,博士論文,國立台灣科技大學營建工程研究所,台北,民國89年5月(2000)。
    [14]L.L.Dodd and J.I.Restrepo-Posada,“Model For Predicting Cyclic Behavior of Reinforcing Steel”,Journal of Structural Engineering,Vol.121,No.3,March,pp.433-445 (1995).
    [15]郭瑞宗,「擴柱補強對非韌性鋼筋混凝土梁柱內接頭抗剪提昇
      之研究」,碩士論文,國立中央大學土木工程研究所,桃園 (2004)。
    [16] Elwood, K. J. and Moehle, J. P. “Evaluation of Existing Reinforced Concrete Columns,” 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, Paper No.579 (2004).
    [17]李金益, 「非韌性鋼筋混凝土構架行為之研究」,碩士論文,王勇智指導,國立中央大學土木工程研究所,桃園 (2006)。
    Advisor
  • Yung-Chih Wang(王勇智)
  • Files
  • 93322016.pdf
  • approve in 2 years
    Date of Submission 2006-07-21

    [Back to Results | New Search]


    Browse | Search All Available ETDs

    If you have dissertation-related questions, please contact with the NCU library extension service section.
    Our service phone is (03)422-7151 Ext. 57407,E-mail is also welcomed.