[1] 陈骥. 钢结构稳定理论与设计 [M].北京:科学技术出版社,2010. [2] 中华人民共和国建设部.钢结构设计规范 GB 50017—2003 [S].北京:中国建筑工程出版社,2003. [3] WANG H,CHEN C C,XING C X.Influence of structural parameters on dynamic characteristics and wind-induced buffeting responses of a super-long-span cable-stayed bridge[J].Earthquake Engineering and Engineering Vibration,2014,14(9):389-399. [4] EULHER C C,PAULO B G,GIUSEPPE R.Multiple internal resonances and non-planar dynamics of a cruciform beam with low torsional stiffness[J].International Journal of Solids and Structures,2017,10(1):117-134. [5] 过轶青. 简支钢梁在跨中隅撑作用下受力性能研究[J].工业建筑,2019,25(1):31-37. [6] 童根树. 钢结构的平面外稳定 [M].北京:中国建筑工业出版社,2013. [7] JENG C H,CHAO M.Unified rational formula for pre-cracking torsional stiffness of solid and hollow reinforced concrete members[J].Engineering Structures,2015,38(4):92-107. [8] JENG C H,CHEN J R,LIN T C.et al.Seismic finite element simulation of concrete piles in harbour landing stages[J].Structure and Infrastructure Engineering,2014,10(9):1146-1160. [9] 张文福,杭昭明,刘迎春,等.均布与集中荷载共同作用下固支梁弯扭屈曲临界弯矩精确解研究[J].结构工程师,2021,37(5):32-40. [10] 张文福,方强,黄斌,等.基于板-梁理论的上翼缘为圆管工字形简支梁弯扭屈曲理论研究[J].新余学院学报,2022,27(1):1-10. [11] 张文福,吴宇.基于板-梁理论的单轴对称箱形钢梁组合扭转分析[J].南京工程学院学报(自然科学版),2022,20(1):48-52. [12] 张文福,闫学森,杭昭明.基于板-梁理论的轴心受压T形截面柱弯扭屈曲无穷级数解[J].南京工程学院学报(自然科学版),2022,20(2):56-61. [13] 张文福,吴宇,黄斌,等.T形截面悬臂柱自重下弯扭屈曲无穷级数解与FEM验证[J].安徽建筑大学学报,2022,30(4):1-5. [14] 朱凯杰,张文福,厉昱秀,等.基于板-梁理论的哑铃形钢管混凝土拱平面外整体稳定研究[J].建筑钢结构进展,2022,24(10):52-58. [15] 张文福,方强,刘迎春,等.集中荷载作用下布置侧向支承简支钢梁的临界弯矩分析[J].安徽建筑大学学报,2023,31(1):10-17. [16] ZHANG W F,LIU Y C,CHEN K S,et al.Dimensionless analytical solution and new deign formula for Lateral-torsional buckling of I-beams under liner distributed moment via linear stability theory[J].Mathematical Problems in Engineering,2017(12):1-23. [17] ZHANG W F.Symmetric and anti-symmetric lateral-torsional buckling of prestressed steel I-Beams[J].Thin Walled Structures,2018(122):463-479. [18] 张朝晖. ANSYS 16.1结构分析工程应用实例解析 [M].4版.北京:机械工业出版社,2016. [19] 张文福. 钢结构平面外稳定理论 [M].武汉:武汉理工大学出版社,2019. [20] ZHANG W F.Variational method for the LTB analysis of steel beams[R].Research Report,Daqing Petroleum Institute,China,2008. [21] ZHANG W F,SUI H Y,WANG Z,et al.Buckling analysis of two-span continuous beams with lateral elastic brace under uniform load[J].Advanced Materials Research,2011,841(1):641-645. |