Citation: | KANG Xiaoxian, QIANG Shizhong. Modification of Tension Field Theory on I-girder Web[J]. Journal of Southwest Jiaotong University, 2008, 21(1): 77-81. |
ROCKEY K C,EVANS H R.The design of steel bridges[M].London:Granada,1981:161-360.[2] 英国标准学会.BS5400钢桥、混凝土桥及结合桥[S].成都:西南交通大学出版社,1987.[3] 陈绍蕃.钢结构稳定设计指南[M].北京:中国建筑工业出版社,2004:250-263.[4] 强士中.动态松弛法和板的承载力[D].成都:西南交通大学土木工程学院,1985.[5] HORNE M R.Basic conception of web design[C]//顾发祥,强士中,译.钢桥设计论文选译.北京:中国铁道出版社,1986:1-25.[6] JOHANSSON B,MAQUOI R,SEDLACEK G.New design rules for plated structures in Euro code 3[J].Journal of Constructional Steel Research,2001,57(3):279-311.[7] 童根树,任涛.工字梁的抗剪极限承载力[J].土木工程学报,2006,39(8):57-64.TONG Genshu,REN Tao.Shear resistance of slender webs in Ⅰ-girders[J].China Civil Engineering Journal,2006,39 (8):57-64.[8] MARSH C.Theoretical model for collapse of shear webs[J].Journal of the Engineering Mechanics Division,ASCE,1982,108(10):819-832.[9] 康孝先.薄板的曲后性能和梁腹板拉力场理论研究[D].成都:西南交通大学土木工程学院,2005.[10] 刘锡良,任兴华.钢梁横向加劲腹板在纯剪作用下超屈曲强度的试验研究[C]//全国钢结构技术委员会.钢结构研究论文报告选集:第2册.北京:中国建筑工业出版社,1983:120-127.[11] 丁阳,赵亚新,刘锡良.焊接工字钢梁腹板极限承载力的理论计算和试验[J].天津大学学报,2004,37(4):288-293.DING Yang,ZHAO Yaxin,LIU Xiliang.Theoretical analysis and experiment on the ultimate load capacity of web plates of welded Ⅰ-section girder[J].Journal of Tianjin University,2004,37(4):288-293.
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