...
机译:5000米悬架桥的风洞测试和频域自体探测分析
State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University|Boundary Layer Wind Tunnel Laboratory Faculty of Engineering University of Western Ontario;
Research Centre for Steel Structure Engineering Chongqing University;
State Key Laboratory of Disaster Reduction in Civil Engineering Tongji University;
5000 m suspension bridge; aerodynamic admittance function; aerodynamic coupling; bridge buffeting; full aeroelastic model testing; joint acceptance function; quasi-steady theory; self-induced force;
机译:带有有效攻击角的湍流悬索桥的时域缓冲分析
机译:三塔悬索桥颤振和抖振的风洞研究
机译:通过风洞测试计算模型桥梁验证的缓冲响应的非线性方法
机译:偏航风缆车斜拉桥独立式塔自动隧道试验及分析
机译:湍流中悬索桥的充气和气动稳定性。
机译:在建斜拉桥的强风特性和抖振响应
机译:斜风作用下长悬索桥的时域抖振分析
机译:攻击飞机模型的自助测试,重点是风洞测试数据分析