[1]马斐,张志强,张晓峰,等.高铁站房大跨钢楼盖行车和人群荷载激励下振动响应实测与分析[J].建筑结构学报,2018,39(1):109-119.
MA Fei, ZHANG Zhiqiang, ZHANG Xiaofeng, et al.Vibration response measurement and analysis of large-span steel floor structure at high-speed rail station under moving train and crowd excitation[J].Journal of Building Structures,2018,39(1):109-119.
[2]ZHANG S, XU L, QIN J.Vibration of lightweight steel floor systems with occupants:Modelling, formulation and dynamic properties[J].Engineering Structures,2017,147:652-665.
[3]潘毅,王双旭,郭瑞,等.行人-扶梯荷载作用下悬挑楼盖的振动测试与舒适度评价[J].土木与环境工程学报,2019,41(3):85-95.
PAN Yi, WANG Shuangxu, GUO Rui, et al.Vibration test and comfort evaluation of cantilever floor under pedestrian-escalator load [J].Journal of Civil, Architectural & Environmental Engineering, 2019, 41(3): 85-95.
[4]谢伟平,冯金鹏,何卫.基于自激励人体模型的人-结构竖向相互作用研究[J].振动与冲击,2017,36(21):28-33.
XIE Weiping, FENG Jinpeng, HE Wei.Vertical human-structure interaction based on a self-exciting human model[J].Journal of Vibration and Shock,2017,36(21):28-33.
[5]FITZPATRICK T, DALLARD P, BOURVA S L, et al.Linking london: the millennium bridge[J].The Royal Academy of Engineering, 2001,79(8):15-17.
[6]BROWNJOHN J, PAVIC A, OMENZETTER P.A special density approach for modeling continuous vertical forces on pedestrian structures due to walking [J].Canadian Journal of Civil Engineering, 2004,31(1):65-77.
[7]聂建国,陈宇,樊健生.步行荷载作用下单跨人行桥振动的均方根加速度反应谱法[J].土木工程学报,2010,43(9):109-116.
NIE Jianguo, CHEN Yu, FAN Jiansheng.RMS acceleration response spectrum method for single span footbridges under pedestrian load[J].China Civil Engineering Journal,2010,43(9):109-116.
[8]SACHSE R, PAVIC A, REYNOLDS P.Parametric study of modal properties of damped two-degree-of-freedom crowd-structure dynamic systems[J].Journal of Sound and Vibration, 2004, 274(3): 461-480.
[9]高延安,杨庆山.行走人群-结构相互作用模型研究[J].振动与冲击,2016,35(23):153-159.
GAO Yan’an, YANG Qingshan.A walking crowd-structure interaction model[J].Journal of Vibration and Shock, 2016, 35(23): 153-159.
[10]操礼林,曹栋,张志强,等.随机人群行走下人行桥特性参数及加速度响应[J].东南大学学报(自然科学版),2018,48(6):1028-1035.
CAO Lilin, CAO Dong, ZHANG Zhiqiang, et al.Dynamic characteristic parameter and acceleration response of footbridge under random crowd walking [J].Journal of Shenyang Jianzhu University (Natural Science), 2018, 48(6): 1028-1035.
[11]李昆明,刘宣含,吴冬雁,等.人行天桥随机协同人群荷载下振动响应分析[J].低温建筑技术,2019,41(11):26-30.
LI Kunming, LIU Xuanhan, WU Dongyan, et al.The vibration response of footbridges subjected to stochastic crowd loading considering synchronization [J].Low Temperature Architecture Technology, 2019, 41(11): 26-30.
[12]陈隽,任静雅,王磊.多人Bounce荷载下结构动力响应折减系数研究[J].振动与冲击,2019,38(11):48-53.
CHEN Juan, REN Jingya, WANG Lei.Structural dynamic response reduction factor under crowd Bounce load[J].Journal of Vibration and Shock, 2019, 38(11): 48-53.
[13]黄音,徐嘉敏,徐诗童,等.跳跃荷载作用下体育馆大跨预应力次梁楼盖振动模拟分析[J].土木建筑与环境工程,2018,40(3):61-65.
HUANG Yin, XU Jiamin, XU Shitong, et al.Simulation analysis of long-span prestressed secondary beams floor system in gymnasium under jumping loads [J].Journal of Civil Architectural & Environmental Engineering, 2018, 40(3): 61-65.
[14]彼得•布鲁斯,安德鲁•布鲁斯.面向数据科学家的实用统计学[M].盖磊,译.北京:人民邮电出版社,2018.
[15]张琼,南娜娜,朱前坤.随机人群运动荷载作用下大跨度连廊的振动响应[J].土木与环境工程学报, 2019,41(2):99-105.
ZHANG Qiong, NAN Nana, ZHU Qiankun, et al.Vibration response of long-span corridor under stochastic crowd load[J].Journal of Civil and Environmental Engineering, 2019, 41(2): 99-105.
[16]操礼林.高铁候车厅大跨楼盖人致振动响应分析与减振控制研究[D].南京:东南大学,2016.
[17]张志强,马斐,李爱群,等.大跨钢结构楼盖人群荷载响应分析[J].沈阳建筑大学学报(自然科学版), 2011,27(3):517-523.
ZHANG Zhiqiang, MA Fei, LI Aiqun, et al.Response analysis of large span steel structure floor under crowd load [J].Journal of Shenyang Jianzhu University (Natural Science), 2011, 27(3): 517-523.
[18]操礼林,李爱群,张志强.大跨度组合楼盖人致振动分析与实测研究[J].西南交通大学学报,2012,47(6):924-928.
CAO Lilin, LI Aiqun, ZHANG Zhiqiang, et al.Human-induced vibration analysis and measurement of long-span composite floors[J].Journal of Southwest Jiaotong University, 2012, 47(6): 924-928.
[19]FELIPE T S, HALANE M B F B, ROBERTO L P.Modeling of crowd load in vertical direction using biodynamic model for pedestrians crossing footbridges[J].Canadian Journal of Civil Engineering, 2013,40: 1196-1204.
[20]SHAHABPOOR E, PAVIC A, RACIC V, et al.Effect of group walking traffic on dynamic properties of pedestrian structures[J].Journal of Sound and Vibration,2017,387:207-225.
[21]李东,法永生,孙翠华,等.某人行桥人致振动分析及其舒适度评价[J].建筑结构,2009,38(6):50-53.
LI Dong, FA Yongsheng, SUN Cuihua, et al.Analysis on pedestrian-induced vibration and comfort evaluation of a footbridge[J].Building Structure,2009,38(6):50-53.