","magId":"0988c65a-72a3-4e2f-9a44-b450d4130926","labelCn":"图1","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F001.jpg.ppt","labelEn":"Fig.1","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F001.jpg","titleEn":"Fig.1 Ordered arrangement model","titleCn":"图1 有序排列模型","id":"F1","captionEn":"Ordered arrangement model ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F001.jpg"},{"captionCn":"随机分布模型 ","magId":"8ebbd46b-ebd6-490f-80d9-e3f11b955fb2","labelCn":"图2","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F002.jpg.ppt","labelEn":"Fig.2","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F002.jpg","titleEn":"Fig.2 Stochastic distribution model","titleCn":"图2 随机分布模型","id":"F2","captionEn":"Stochastic distribution model ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F002.jpg"},{"captionCn":"随机到达模型 ","magId":"0d398135-29ea-4a88-999f-03e977670c7f","labelCn":"图3","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F003.jpg.ppt","labelEn":"Fig.3","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F003.jpg","titleEn":"Fig.3 Stochastic arrival model","titleCn":"图3 随机到达模型","id":"F3","captionEn":"Stochastic arrival model ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F003.jpg"},{"captionCn":"动态平衡模型 ","magId":"24c7d65f-5f5a-4105-b41f-6e4740afbae4","labelCn":"图4","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F004.jpg.ppt","labelEn":"Fig.4","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F004.jpg","titleEn":"Fig.4 Dynamic equilibrium model","titleCn":"图4 动态平衡模型","id":"F4","captionEn":"Dynamic equilibrium model ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F004.jpg"},{"captionCn":"人行桥模型 ","magId":"201a0001-125c-4d7d-822c-fde1016a7886","labelCn":"图5","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F005.jpg.ppt","labelEn":"Fig.5","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F005.jpg","titleEn":"Fig.5 Footbridge model","titleCn":"图5 人行桥模型","id":"F5","captionEn":"Footbridge model ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F005.jpg"},{"captionCn":"行人实感振动响应分析框架 ","magId":"fcae9faa-be12-473d-a0f8-1bba81c989a6","labelCn":"图6","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F006.jpg.ppt","labelEn":"Fig.6","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F006.jpg","titleEn":"Fig.6 Framework for analysis of pedestrian-induced vibration response","titleCn":"图6 行人实感振动响应分析框架","id":"F6","captionEn":"Framework for analysis of pedestrian-induced vibration response ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F006.jpg"},{"captionCn":"基于OAM的行人实感最大振动响应与结构跨中峰值加速度概率分布 ","magId":"f25f3cfd-2b13-48ed-8605-52bc20888be2","labelCn":"图7","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F007.jpg.ppt","labelEn":"Fig.7","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F007.jpg","titleEn":"Fig.7 Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on OAM","titleCn":"图7 基于OAM的行人实感最大振动响应与结构跨中峰值加速度概率分布","id":"F7","captionEn":"Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on OAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F007.jpg"},{"captionCn":"基于OAM的行人实感最大响应位置区间分布 ","magId":"594fcfee-3774-4fd5-b5f5-d04439a93a00","labelCn":"图8","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F008.jpg.ppt","labelEn":"Fig.8","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F008.jpg","titleEn":"Fig.8 Distribution of location intervals for maximum pedestrian-induced vibration response based on OAM","titleCn":"图8 基于OAM的行人实感最大响应位置区间分布","id":"F8","captionEn":"Distribution of location intervals for maximum pedestrian-induced vibration response based on OAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F008.jpg"},{"captionCn":"基于OAM的行人实感最大响应出现时刻分布 ","magId":"50a22855-8441-4b6c-8e66-b3e6079ec7d3","labelCn":"图9","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F009.jpg.ppt","labelEn":"Fig.9","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F009.jpg","titleEn":"Fig.9 Pedestrian real sense maximum response time distribution based on OAM","titleCn":"图9 基于OAM的行人实感最大响应出现时刻分布","id":"F9","captionEn":"Pedestrian real sense maximum response time distribution based on OAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F009.jpg"},{"captionCn":"基于OAM的行人实感与结构跨中峰值加速度出现时刻对比 ","magId":"c52124cf-a6f3-477d-8791-ebfe28c2f531","labelCn":"图10","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F010.jpg.ppt","labelEn":"Fig.10","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F010.jpg","titleEn":"Fig.10 Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span based on OAM","titleCn":"图10 基于OAM的行人实感与结构跨中峰值加速度出现时刻对比","id":"F10","captionEn":"Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span based on OAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F010.jpg"},{"captionCn":"基于SDM的行人实感最大振动响应与结构跨中峰值加速度概率分布 ","magId":"050e9f58-1b1c-4579-873f-ba88d12a2f6d","labelCn":"图11","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F011.jpg.ppt","labelEn":"Fig.11","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F011.jpg","titleEn":"Fig.11 Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on SDM","titleCn":"图11 基于SDM的行人实感最大振动响应与结构跨中峰值加速度概率分布","id":"F11","captionEn":"Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on SDM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F011.jpg"},{"captionCn":"基于SDM行人实感最大加速度响应时空分布 ","magId":"768628c1-afc1-4569-becd-c94857d2c631","labelCn":"图12","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F012.jpg.ppt","labelEn":"Fig.12","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F012.jpg","titleEn":"Fig.12 Spatiotemporal distribution of maximum acceleration for pedestrian-induced vibration response based on SDM","titleCn":"图12 基于SDM行人实感最大加速度响应时空分布","id":"F12","captionEn":"Spatiotemporal distribution of maximum acceleration for pedestrian-induced vibration response based on SDM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F012.jpg"},{"captionCn":"基于SDM行人实感与结构跨中峰值出现时刻对比 ","magId":"14017e5c-2922-4e7c-a4e8-3ede65c128d0","labelCn":"图13","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F013.jpg.ppt","labelEn":"Fig.13","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F013.jpg","titleEn":"Fig.13 Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span based on SDM","titleCn":"图13 基于SDM行人实感与结构跨中峰值出现时刻对比","id":"F13","captionEn":"Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span based on SDM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F013.jpg"},{"captionCn":"基于SAM的行人实感最大振动响应与结构跨中峰值加速度概率分布 ","magId":"cd4c46dd-109b-4bfb-b0b5-3a43c3ad2e4e","labelCn":"图14","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F014.jpg.ppt","labelEn":"Fig.14","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F014.jpg","titleEn":"Fig.14 Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on SAM","titleCn":"图14 基于SAM的行人实感最大振动响应与结构跨中峰值加速度概率分布","id":"F14","captionEn":"Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on SAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F014.jpg"},{"captionCn":"基于SAM的行人实感最大加速度响应时空分布 ","magId":"ff02868d-1fc8-42eb-a8df-ffa39c4ae0a7","labelCn":"图15","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F015.jpg.ppt","labelEn":"Fig.15","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F015.jpg","titleEn":"Fig.15 Spatiotemporal distribution of maximum acceleration for pedestrian-induced vibration response based on SAM","titleCn":"图15 基于SAM的行人实感最大加速度响应时空分布","id":"F15","captionEn":"Spatiotemporal distribution of maximum acceleration for pedestrian-induced vibration response based on SAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F015.jpg"},{"captionCn":"基于SAM的行人实感与结构跨中峰值加速度出现时刻对比 ","magId":"46c32f88-7d81-4600-899c-bad20636fde7","labelCn":"图16","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F016.jpg.ppt","labelEn":"Fig.16","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F016.jpg","titleEn":"Fig.16 Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span based on SAM","titleCn":"图16 基于SAM的行人实感与结构跨中峰值加速度出现时刻对比","id":"F16","captionEn":"Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span based on SAM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F016.jpg"},{"captionCn":"基于DEM的行人实感最大振动响应与结构跨中峰值加速度概率分布 ","magId":"64767c3e-b43c-4642-a289-2fd077f7e71b","labelCn":"图17","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F017.jpg.ppt","labelEn":"Fig.17","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F017.jpg","titleEn":"Fig.17 Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on DEM","titleCn":"图17 基于DEM的行人实感最大振动响应与结构跨中峰值加速度概率分布","id":"F17","captionEn":"Probability distribution of peak acceleration for pedestrian-induced vibration response and structural span based on DEM ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F017.jpg"},{"captionCn":"行人实感最大加速度响应时空分布 ","magId":"96d204a3-3844-4c3c-b4aa-4a4216b6fb7f","labelCn":"图18","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F018.jpg.ppt","labelEn":"Fig.18","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F018.jpg","titleEn":"Fig.18 Spatiotemporal distribution of maximum acceleration for pedestrian-induced vibration response","titleCn":"图18 行人实感最大加速度响应时空分布","id":"F18","captionEn":"Spatiotemporal distribution of maximum acceleration for pedestrian-induced vibration response ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F018.jpg"},{"captionCn":"峰值加速度出现时刻对比 ","magId":"71592f18-db94-47de-9656-648d44930934","labelCn":"图19","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F019.jpg.ppt","labelEn":"Fig.19","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F019.jpg","titleEn":"Fig.19 Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span","titleCn":"图19 峰值加速度出现时刻对比","id":"F19","captionEn":"Comparison of time instances for peak acceleration of pedestrian-induced vibration response and structural span ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F019.jpg"},{"captionCn":"不同模型行人实感最大振动响应对比 ","magId":"402a538d-c5e0-40b9-a1dc-b80ec6a9e488","labelCn":"图20","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F020.jpg.ppt","labelEn":"Fig.20","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F020.jpg","titleEn":"Fig.20 Comparison of maximum vibration responses for pedestrian-induced vibration under different models","titleCn":"图20 不同模型行人实感最大振动响应对比","id":"F20","captionEn":"Comparison of maximum vibration responses for pedestrian-induced vibration under different models ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F020.jpg"},{"captionCn":"不同模型实感最大振动响应出现位置分布对比 ","magId":"602c7d01-acd6-4534-8aba-6d002bb96e1b","labelCn":"图21","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F021.jpg.ppt","labelEn":"Fig.21","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F021.jpg","titleEn":"Fig.21 Comparison of location distributions for maximum vibration responses for pedestrian-induced vibration under different models","titleCn":"图21 不同模型实感最大振动响应出现位置分布对比","id":"F21","captionEn":"Comparison of location distributions for maximum vibration responses for pedestrian-induced vibration under different models ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F021.jpg"},{"captionCn":"不同模型<i>δ</i>对比 ","magId":"c0fde989-c21e-4cfe-980b-878db159fcc3","labelCn":"图22","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F022.jpg.ppt","labelEn":"Fig.22","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F022.jpg","titleEn":"Fig.22 Comparison of δ values under different models","titleCn":"图22 不同模型δ对比","id":"F22","captionEn":"Comparison of <i>δ</i> values under different models ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F022.jpg"},{"captionCn":"行人实感最大加速度累计概率分布 ","magId":"97735956-083d-481a-929d-2ad6c517d592","labelCn":"图23","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F023.jpg.ppt","labelEn":"Fig.23","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F023.jpg","titleEn":"Fig.23 Cumulative probability distribution of maximum acceleration for pedestrian-induced vibration response","titleCn":"图23 行人实感最大加速度累计概率分布","id":"F23","captionEn":"Cumulative probability distribution of maximum acceleration for pedestrian-induced vibration response ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F023.jpg"},{"captionCn":"行人实感最大振动响应计算值与实际值对比 ","magId":"6e335455-0372-4b2a-9f60-7ca3bd71ed10","labelCn":"图24","pptUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F2422.jpg.ppt","labelEn":"Fig.24","figUrl":"1673-0291-2024-48-1-125/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F2422.jpg","titleEn":"Fig.24 Comparison of calculated and actual values for maximum vibration response for pedestrian-induced vibration","titleCn":"图24 行人实感最大振动响应计算值与实际值对比","id":"F24","captionEn":"Comparison of calculated and actual values for maximum vibration response for pedestrian-induced vibration ","thumbnailUrl":"1673-0291-2024-48-1-125/thumbnail/DDED33CD-BFE1-40db-9E98-B8E4A1EE9958-F2422.jpg"}],"fundList_en":["National Natural Science Foundation of China(11911530692)","Scientific Research Plan of Hubei Provincial Department of Education(Q20221305)"],"authorNotes_cn":["陈得意(1987—),男,湖北罗田人,讲师,博士. email: dychen@yangtzeu.edu.cn."]}; if(window.metaData && (!window.metaData.authorNotesCommon_cn && !window.metaData.authorNotesCorresp_cn && window.metaData.authorNotes_cn)){ window.metaData.authorNotesCommon_cn = window.metaData.authorNotes_cn; } if(window.metaData && (!window.metaData.authorNotesCommon_en && !window.metaData.authorNotesCorresp_en && window.metaData.authorNotes_en)){ window.metaData.authorNotesCommon_en = window.metaData.authorNotes_en; } var _nlmdtdXml = 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"+fig.titleEn+"

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基于随机行走模型的行人实感振动响应分析

冯宇豪, 陈得意, 王振宇, 黄仕平, 贺月洁

PDF(5734 KB)
PDF(5734 KB)
星空电竞app2026最新版学报 ›› 2024, Vol. 48 ›› Issue (1) : 125-137. DOI: 10.11860/j.issn.1673-0291.20230018
桥梁工程

基于随机行走模型的行人实感振动响应分析

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Analysis of human-induced pedestrian vibration perception based on stochastic walking model

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Received Revised Published
2023-01-14 2023-05-15 2024-02-25
Issue Date  
2024-04-03  

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{{article.zuoZheCn_L}}. {{article.title_cn}}. {{journal.qiKanMingCheng_CN}}. 2024, 48(1): 125-137 https://doi.org/10.11860/j.issn.1673-0291.20230018
{{article.zuoZheEn_L}}. {{article.title_en}}. {{journal.qiKanMingCheng_EN}}. 2024, 48(1): 125-137 https://doi.org/10.11860/j.issn.1673-0291.20230018

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