Journal Publications
- [1]Lin Zhao, Tingshu Han, Fengying Wu, Lingyao Li, Tao Pan, Haizhu Xiao, Yaojun Ge.Aerodynamic force distribution and vortex drifting pattern around a double-slotted box girder under vertical vortex-induced vibration.Journal of Wind Engineering & Industrial Aerodynamics, 2023, 241
- [2]李玲瑶, 张敬怡, 贺诗昌, 何旭辉, 徐汉勇.不同风攻角下分离式双箱梁涡振气动力演化和局域相关性研究[J].中南大学学报（自然科学版）, 2023, 54 (1) : 124-136.
- [3]Ling Yao Li, Xu Hui He, Shi Chang He.Aeroelastic model design and sensitivity analysis of a complicated steel truss arch tower to skew incident winds based on wind tunnel tests.Journal of Wind Engineering & Industrial Aerodynamics, 2021, 214: 104646.
- [4]Lingyao Li, Xuhui He, Shichang He, Haiquan Jing.Experimental study on wind force coefficient of a truss arch tower with multiple skewbacks[J].Advances in Structural Engineering, 2020
- [5]Lingyao Li.Analysis of Uncertainty Influence on the Probabilistic Evaluation of Vortex-Induced Vibration Response of a Self-Anchored Suspension Bridge[J]. Korea.KSCE Journal of Civil Engineering, 2019, 23 (11) : 4790-4799.
- [6]研究型大学土木工程专业钢筋混凝土梁正截面计算教学研究[J]. 长沙.长沙大学学报, 2019
- [7]桥梁涡振可靠度参数不确定性影响分析[J]. 北京.应用基础与工程科学学报, 2019
- [8]李玲瑶；葛耀君.大跨度桥梁中央开槽断面的涡振控制试验[J]. 武汉.华中科技大学学报（自然科学版）, 2008, 36 (12) : 112-115.
- [9]夏玲涛；陈伟东；李玲瑶.两种钢管混凝土实体拱桥力学性能的对比分析[J].世界桥梁, 2008 (2) : 31-34+38.
- [10]徐汉勇; 李玲瑶; 余志武.“建桥合一”铁路客站Rayleigh阻尼系数计算方法[J]. 北京.铁道学报, 2018, 40 (7) : 142-147.
- [11]李玲瑶；陈政清；葛耀君.钢管混凝土拱桥拱肋横撑对动力和稳定性的影响[J]. 北京.公路交通科技, 2008, 25 (3) : 70-74+78.
- [12]李玲瑶；葛耀君.大沽河航道桥抗风性能试验研究[J]. 武汉.武汉理工大学学报, 2007, 29 (12) : 84-87.
- [13]李玲瑶；葛耀君；陈伟东.大沽河航道桥全桥气弹模型风洞试验研究[J]. 武汉.桥梁建设, 2007 (5) : 17-20.
- [14]李玲瑶；葛耀君.大跨度桥梁中央开槽断面的涡振控制试验研究[C].第十三届全国结构风工程学术会议, 2007
- [15]陈政清; 李玲瑶; 李瑜.钢管混凝土拱桥四管与六管拱肋之比较[J].湖南大学学报(自然科学版), 2005, 32 (5) : 6-10.
- [16]桥梁涡振失效可靠度估算及参数数字特征对其的影响[C]
- [17]Probability evaluation of flutter failure for long-span bridges[C]
- [18]Computational failure modes and probability evaluation of vortex-induced vibration for long-span bridges[C]
- [19]Failure modes and probabilistic evaluation of vortex-induced vibration for bridges[C]
- [20]新型高速铁路客站多维抗震分析的实用反应谱法[J].振动与冲击, 32 (1)
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李玲瑶
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MOBILE Version
