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带可更换“保险丝”的螺栓连接钢梁柱节点受力行为研究

ACKNOWLEDGEMENT第5-6页
摘要第6-7页
ABSTRACT第7-8页
NOMENCLATURE第9-15页
1. INTRODUCTION第15-20页
    1.1. Background of research第15-16页
    1.2. Research objectives第16页
    1.3. Purpose of research第16-17页
    1.4. Relevant prior research第17-18页
    1.5. Outline of research第18页
    1.6. The overall technical route第18-20页
2. DESIGH PRINCIPLE AND CONSTRUCTION DETAILS OF BEAM-TO-COLUMNCONNECTION第20-27页
    2.1. Introduction第20页
    2.2. Design principle of beam-to-column connection第20-25页
    2.3. Summarize connections with different construction details第25-27页
3. MONOTONIC BEHAVIOR OF STEEL BOLTED BEAM-TO-COLUMNCONNECTION WITH REPLACEABLE FUSES第27-44页
    3.1. Introduction第27页
    3.2. Introduction of numerical method第27-30页
        3.2.1. Element types and meshes第27-28页
        3.2.2. Contact modeling第28-29页
        3.2.3. Material modeling第29-30页
    3.3. Monotonic behavior of steel bolted beam-to-column connection with replaceablefuses第30-43页
        3.3.1. Introduction of specimen第30-33页
        3.3.2. Numerical method第33-34页
        3.3.3. Load-carrying capacity第34-40页
        3.3.4. Failure modes caused by monotonic load第40-43页
    3.4. Summary第43-44页
4. HYSTERETIC BEHAVIOR OF STEEL BOLTED BEAM-TO-COLUMNCONNECTION WITH REPLACEABLE FUSES第44-59页
    4.1. Introduction第44页
    4.2. Hysteretic curves第44-50页
    4.3. Energy dissipation behavior第50-54页
    4.4. Failure modes caused by cyclic load第54-57页
    4.5. Summary第57-59页
5. PARAMETRIC ANALYSIS AND DESIGN SUGGESTIONS OF STEEL BOLTEDBEAM-TO-COLUMN CONNECTION WITH REPLACEABLE FUSES第59-65页
    5.1. Relationship between load-carrying capacity and cover plate dimension第59-62页
    5.2. Material effect第62-63页
    5.3. Design suggestion of high strength steel bolted beam-to-column connection withreplaceable fuses第63-64页
    5.4. Summary第64-65页
6. CONCLUSION第65-67页
    6.1. Conclusion第65-66页
    6.2. Suggestion第66-67页
REFERENCES第67-71页
THESIS DATA FORM第71-73页
AUTHOR CURRICULUM VITAE第73页

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