Title page for 973202017


[Back to Results | New Search]

Student Number 973202017
Author Chung-Yi Zhan(詹宗儀)
Author's Email Address 973202017@cc.ncu.edu.tw
Statistics This thesis had been viewed 608 times. Download 11 times.
Department Civil Engineering
Year 2011
Semester 1
Degree Master
Type of Document Master's Thesis
Language zh-TW.Big5 Chinese
Title Seismic behavior of concrete-filled double skin steel tubular members
Date of Defense 2011-10-07
Page Count 181
Keyword
  • combined loading
  • composite member
  • hollow
  • Abstract Concrete-filled double skin tubes (CFDST) have a great potential to be applied in the construction of high-rise buildings and bridge piers. In practice, columns often bear additional torque when earthquake occur. This paper describes a series of torsion-bending combined loading tests carried out on CFDST, both outer and inner are circular hollow section. Purpose of this study is to investigate their seismic performance experimentally. The two test parameters of this research considered were a sectional void ratio and an eccentric ratio of loading. As a result, CFDST members were found to have significant increase in strength, stiffness, ductility and energy absorption compared with the same dimension circular concrete-filled tubular members, it also showed that the energy absorption capacities decreased when sectional void ratio increased, and further verified from response comparisons that the members’ stiffness deterioration rates were increased when sectional void ratio increased. The purposed methods for ultimate strength predictions of composite members were in good agreement with the experimental results. Finally, a simplified expression for composite members’ stiffness evaluation was proposed for engineering references.
    Table of Content 中文摘要i
    Abstractii
    致謝iii
    目錄iv
    表目錄vi
    圖目錄vii
    照片目錄xiii
    符號說明xiv
    第1章緒論1
    1.1前言1
    1.2研究動機與目的2
    1.3研究方法與範圍3
    第2章文獻回顧4
    2.1國內外相關研究4
    2.2現行各國SRC構造規範對填充型鋼管混凝土構材概述10
    2.3彎矩與扭矩互制行為14
    第3章理論闡述與推導16
    3.1混凝土的材料特性16
    3.2鋼的材料特性17
    3.3複合構件EI計算20
    3.4彎矩強度計算21
    3.5扭轉強度計算23
    第4章實驗規劃與流程26
    4.1實驗規劃26
    4.2研究參數27
    4.3試體標號28
    4.4試體製作28
    4.5實驗設施30
    4.6實驗方法與步驟31
    4.7加載位移33
    第5章實驗分析與討論34
    5.1實驗觀察34
    5.2實驗量測45
    5.3實驗結果分析48
    第6章結論與建議57
    6.1結論57
    6.2建議57
    參考文獻58
    表62
    圖69
    照片142
    Reference ACI Committee 318. (2008). Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. American Concrete Institute, Farmington Hills.
    AISC. (2005). Load andResistance Factor Design Specificaton for Structural Steel Buildings. Chicago.
    Architectural Institute of Japan (AIJ). (1997). Recommendations for design and construction of concrete filled steel tubular structures. Architectural Institute of Japan, Japan.
    Architectural Institute of Japan (AIJ). (2001). Standard for structural calculation of steel reinforced concrete structures, 5th edition. Architectural Institute of Japan, Japan.
    ATC-24. (1992). “Guidelines for cyclic seismic testing of components of steel structures for buildings,” Report No. ATC-24, Applied Technology Council, Redwood City, CA.
    Brauns, J. (1999). “Analysis of stress state in concrete -filled steel column.” Journal of constructional steel research, 49(2), 189-196.
    Chang, K. C., Chang, D. W., Tsai, M. H., and Sung, Y. C. (2000). “Seismic performance of highway bridges.” Earthquake engineering and engineering seismology, 2(1), 55-77.
    Chen, W. F. and Saleeb, A. F. (1992). Constitutive Equations for Engineering Materials Volume 1: Elasticity and Modeling. Wiley, New York, 252-255.
    Fujimoto, T., Mukai, A., Nishiyama, I., and Sakino, K. (2004). “Behavior of eccentrically loaded concrete-filled steel tubular columns.” Journal of structural engineering, ASCE, 130(2), 203-212.
    Furlong, R. W. (1968). “Design of steel-encased concrete beam-columns.” Journal of structural division, ASCE, 94(1), 267-81.
    Ge, H., and Usami, T. (1992). “Strength of concrete-filled thin walled steel box columns: experiment.” Journal of structural engineering, ASCE, 118(11), 3036-3054.
    Han, L. H., Huang, H., Tao, Z., and Zhao, X. L. (2006). “Concrete-filled double skin steel tubular (CFDST) beam-columns subjected to cyclic bending.” Engineering structures, 28(12), 1698-1714.
    Han, L. H., Huang, H., and Zhao, X. L. (2009). “Analytical behavior of concrete-filled double skin steel tubular (CFDST) beam-columns under cyclic loading.” Thin-walled structures, 47(6-7), 668-680.
    Han, L. H., and Yang, Y. F. (2005). “Cyclic performance of concrete-filled steel CHS columns under flexural loading.” Journal of constructional steel research, 61(4), 423-452.
    Han, L. H., Yao, G. H., and Tao, Z. (2007). “Performance of concrete-filled thin-walled steel tubes under pure torsion.” Thin-walled structures, 45(1), 24-36.
    Kitada, T. (1998). “Ultimate strength and ductility of state-of-art concrete-filled steel bridge piers in Japan.” Engineering structures, 20(4-6), 347-354.
    Krawinkler, H., Gupta, A., Medina, R., and Luco, N. (2000). Development of loading histories for testing of steel beam-to-column assemblies. SAC background report SAC/BD-00/10.
    Lee, E. T., Yun, B. H., Shim, H. J., Chang, K. H., and Lee, George C. (2009). “Torsional behavior of concrete-filled circular steel tube columns.” Journal of structural engineering, ASCE, 135(10), 1250-1258.
    Lessig, N. N. (1961) “Studies of cases of concrete failure in rectangular reinforced concrete element subjected to combined flexure and torsion.” Design of reinforced structures. State publishing offices of literature on structural engineering, Architecture and construction materials, Moscow, 229-271.
    Lu, X., and Hsu, C. T. T. (2007). “Stress-strain relations of high-strength concrete under triaxial compression.” Journal of materials in civil engineering, ASCE, 19(3), 261-268.
    Morino, S., and Tsuda, K. (2003). “Design and construction of concrete-filled steel tube column system in Japan.” Earthquake engineering and engineering seismology, 4(1), 51-73.
    Nakahara, H., Sakino, K., and Inai, E. (1998). “Analytical model for axial compressive behavior of concrete filled square steel tubular columns.” Proc., JCI, Vol. 20, 812-822.
    Neogi, PK., Sen, HK.,and Chapman, JC. (1969). “Concrete-filled tubular steel columns under eccentric loading.” The structutal engineer, 47(5), 187-195.
    Sakino, K. and Sun, Y. (1994). “Stress-strain curve of concrete confined by rectilinear hoop.” J. Struct. Constr. Eng., 461, 95-104.
    Sakino, K., Nakahara, H., Morino, S., and Nishiyama, I. (2004). “Behavior of centrally loaded concrete-filled steel-tube short columns.” Journal of structural engineering, ASCE, 130(2), 180-188.
    Shakir-Khalil, H., and Mouli, M. (1990). “Further tests on concrete-filled rectangular hollow section columns.” The structutal engineer, 68(20), 405-413.
    Shanmugam, N. E., and Lakshmi, B. (2001). “State of the art report on steel-concrete composite columns.” Journal of constructional steel research, 57(10), 1041-1080.
    Tamura, J., Hakuno, M., Iemura, K., and Takeuchi, M. (1986) “Damages from the Mexico earthquake 1985.” J. JSCE, 71, 79-85.
    Tao, Z., Han, L. H., and Zhao, X. L. (2004). “Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns.” Journal of constructional steel research, 60(8), 1129-1158.
    Uenaka, K., Kitoh, H., and Sonoda, K. (2008). “Concrete filled double skin tubular members subjected to bending.” Steel and composite structures, 8(4), 297-312.
    Wei, S., Mau, S. T., Vipulanandan, C., and Mantrala, S. K. (1995). “Performance of new sandwich tube under axial loading: experiment.” Journal of structural engineering, ASCE, 121(12), 1806-1814.
    Zhao, X. L., and Grzebieta, R. (2002). “Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes.” Thin-walled structures, 40(2), 199-213.
    方一匡、彭成安,「輕質骨材鋼筋混凝土梁在彎矩與扭矩組合載重下之承力行為」,國立成功大學土木研究所,臺南(2004)。
    內政部營建署,鋼骨鋼筋混凝土構造設計規範與解說,營建雜誌社,臺北(2004)。
    Advisor
  • Hsieh-Lung Hsu(許協隆)
  • Files
  • 973202017.pdf
  • disapprove authorization
    Date of Submission 2011-10-19

    [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.