FOOTBRIDGE

作品数：9被引量：3H指数：1
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相关领域：建筑科学交通运输工程更多>>
相关作者：南娜娜李宏男朱前坤杜永峰更多>>
相关机构：大连理工大学兰州理工大学北京工业大学更多>>
相关期刊：《Computer Modeling in Engineering & Sciences》《Open Journal of Civil Engineering》《Journal of Beijing Institute of Technology》《Earthquake Engineering and Engineering Vibration》更多>>
相关基金：国家自然科学基金广东省自然科学基金国家重点基础研究发展计划更多>>
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The Ołowianka Bascule Footbridge in Gdansk-A Bridge That Makes the Difference
《Journal of Civil Engineering and Architecture》2023年第6期298-306,共9页Rok Mlakar Viktor Markelj Dusan Rozic 
In the city of Gdansk in Poland,in the very center of the Baltic capital,on 17th of June 2017,a new draw footbridge was ceremoniously opened to the public.The Olowianka footbridge represents the long-time much needed ...
关键词：Bascule bridge draw bridge FOOTBRIDGE bridge design structural design design competition steel structure 
One-of-a-Kind Footbridge, Lublin, Poland
《Journal of Civil Engineering and Architecture》2022年第1期24-37,共14页Karas Slawomir Gnyp Krzysztof 
The paper presents the construction of a steel footbridge in the People’s Park in Lublin.The initiation and development of the architectural design of an interesting and,as it eventually turned out,aesthetically plea...
关键词：FOOTBRIDGE design AESTHETICS of BRIDGES FOOTBRIDGE dynamic test load PEDESTRIAN COMFORT BIM (building information modelling) steel FOOTBRIDGE 
Random stability for lateral vibration on footbridge based on IEVIE-PDE method
《Earthquake Engineering and Engineering Vibration》2021年第4期981-992,共12页Jia Buyu Yu Xiaolin 
National Natural Science Foundation of China under Grant No.51608207,the Natural Science Foundation of Guangdong Province,China under Grant No.2019A1515011941,and China Scholarship Council under Grant Nos.201806155102 and 201906155028。
The pedestrian-induced lateral vibration of footbridges is essentially classified as a nonlinear stochastic vibration.Accordingly,bridge vibration stability falls within the field of nonlinear stochastic vibration sta...
关键词：FOOTBRIDGE lateral vibration STOCHASTIC STABILITY QUANTITATIVE 
Stability Reliability of the Lateral Vibration of Footbridges Based on the IEVIE-SA Method被引量：1
《Computer Modeling in Engineering & Sciences》2021年第8期565-582,共18页Buyu Jia Siyi Mao Quansheng Yan Xiaolin Yu 
This research was supported by the National Natural Science Foundation of China(No.51608207);the Natural Science Foundation of Guangdong Province,China(No.2019A1515011941).
Research on the lateral vibrational stability of footbridges has attracted increasing attention in recent years. However, this stability contains a series of complex mechanisms, such as nonlinear vibration, random exc...
关键词：FOOTBRIDGE vibration STABILITY energy STOCHASTIC RELIABILITY 
Vibration control of pedestrian-bridge vertical dynamic coupling interaction based on biodynamic model被引量：2
《Journal of Southeast University(English Edition)》2017年第2期209-215,共7页朱前坤 李宏男 南娜娜 杜永峰 
The National Natural Science Foundation of China(No.51508257,51668042,51578274);the Yangtze River Scholar and the Innovation Team of M inistry of Education(No.IRT13068);the Scientific Research Project of Gansu Higher Education(No.2015B-34)
The human-induced vertical vibration serviceability of low-frequency and lightweight footbridges is studied based on the moving mass-spring-damper（MMSD） biodynamic model, and the mass damper（TMD） with different op...
关键词：FOOTBRIDGE vibration serviceability biodynamic dynamic coupling system vibration control 
Bridge Structures with GFRP Composite Deck
《Open Journal of Civil Engineering》2015年第1期53-62,共10页Beata Stankiewicz 
In this paper, author’s first part of research of GFRP bridge deck (using ASSET fiber line composite modular system) took part at AGH University of Science and Technology Laboratory of Glass Technology and Amorphous ...
关键词：GFRP BRIDGE DECK by Material ANALYSIS MODAL ANALYSIS of FOOTBRIDGE Composite DECK 
Dynamic characteristics of the coupled system of footbridge and human
《Journal of Beijing Institute of Technology》2013年第3期285-290,共6页牛少华 高世桥 王栋 KASPERSKI M AGU E 
Supported by the International S&T Cooperation Program of China(2010DFB74280)
The influence of human body on dynamic characteristics of footbridge was analyzed. A re- alistic footbridge was measured during a mass event. A simulation experiment system including a simple beam as object and a shak...
关键词：human-induced loads dynamic parameters human-structure interaction coupled sys-tem linear-sweep 
Dynamic test methods for natural frequency of footbridge
《Journal of Measurement Science and Instrumentation》2013年第3期218-222,共5页王彩锋 高世桥 金磊 
Ministry of Science and Technology of China for sponsoring the"Cooperation Research on the Dynamic Safety and Serviceability of Public Structures Servicing for Human"(No.2010DFB74280)between Beijing Institute of Technology and Ruhr-University Bochum
Using environmental random vibration as the excitation,traditional accelerometer method,non-contact video method and non-contact laser method were employed to determine the natural frequency of Kunyu River footbridge....
关键词：test method NON-CONTACT natural frequency amplitude-frequency curveCLC number：TU997 Document code：AArticle ID：1674-8042（2013）03-0218-05 
The Elementary Physics in Four Bridge Failures
《US-China Education Review(B)》2011年第5期669-677,共9页Bernard J. Feldman 
This paper will describe the failure of four bridges： the 1-35W Bridge in Minneapolis, the London Millennium Footbridge, the Nimitz Freeway and the Tacoma Narrows Bridge. There were alternate explanations for the fai...
关键词：bridge failure 1-35W Bridge in Minneapolis London Millennium Footbridge Nimitz Freeway Tacoma Narrows Bridge 
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