机译:荷载作用下自锚式悬索桥的挠度理论
Sungkyunkwan Univ, Dept Civil & Environm Engn, Suwon 440746, South Korea;
Sungkyunkwan Univ, Dept Global Construct Engn, Suwon 440746, South Korea;
Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia;
Sungkyunkwan Univ, Dept Civil & Environm Engn, Suwon 440746, South Korea;
Self-anchored suspension bridge; Deflection theory; Initial shape; Shape finding; Elastic catenary cable; Generalized target configuration under dead load method; Unstrained length method; Geometric nonlinearity;
机译:荷载作用下土锚悬索桥的挠度理论及其验证
机译:斜拉桥和悬索桥活载挠度极限研究。
机译:考虑活荷载的斜拉悬索桥挠度预测的简化方法
机译:自锚式悬索桥加固梁挠度的可靠度分析
机译:恒载,活载和爆炸荷载对吊桥的影响。
机译:自锚式斜拉桥的几何非线性分析
机译:具有复合梁的长跨度三塔自锚式悬索桥动态特性的参数分析
机译:提高钢桥的活荷载挠度标准最终评估