Littérature scientifique sur le sujet « Swing bridges »
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Articles de revues sur le sujet "Swing bridges"
Collazos-Arias, Felipe, et David García-Sánchez. « Adaptation And Resilience From A Maintenance Perspective For Swing Bridge. Lessons Learned In Recent Retrofitting Project Experiences ». IOP Conference Series : Materials Science and Engineering 1202, no 1 (1 novembre 2021) : 012027. http://dx.doi.org/10.1088/1757-899x/1202/1/012027.
Texte intégralGriggs, Francis E. « American Swing Bridges 1797 to 1907 ». Practice Periodical on Structural Design and Construction 16, no 4 (novembre 2011) : 170–85. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000072.
Texte intégralHARITOS, NICHOLAS. « ASSESSING THE INFLUENCE OF MODIFICATIONS ON IN-SERVICE PERFORMANCE OF STRUCTURAL SYSTEMS USING VIBRATION MEASUREMENTS ». International Journal of Structural Stability and Dynamics 09, no 04 (décembre 2009) : 729–44. http://dx.doi.org/10.1142/s0219455409003260.
Texte intégralLedsham, Gareth R., Lawrence Tall et Chris Armstrong. « Diglis swing bridges, UK – a case study of movable timber bridges ». Proceedings of the Institution of Civil Engineers - Bridge Engineering 164, no 3 (septembre 2011) : 167–81. http://dx.doi.org/10.1680/bren.2011.164.3.167.
Texte intégralLiu, Tao, Jianfeng Fan et Ziqiang Peng. « Central Load-Bearing Control in the Construction Process of the Concrete Spherical Joint Nandu River Swing Bridge : A Case Study ». Buildings 12, no 5 (20 avril 2022) : 511. http://dx.doi.org/10.3390/buildings12050511.
Texte intégralAbo-Elnor, Mootaz E. « Analysis of Different Bascule Bridge Architectures ». WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS 17 (19 juillet 2022) : 86–94. http://dx.doi.org/10.37394/232011.2022.17.12.
Texte intégralKostianaia, Evgeniia A., et Andrey G. Kostianoy. « Railway Transport Adaptation Strategies to Climate Change at High Latitudes : A Review of Experience from Canada, Sweden and China ». Transport and Telecommunication Journal 24, no 2 (1 avril 2023) : 180–94. http://dx.doi.org/10.2478/ttj-2023-0016.
Texte intégralHu, Song, Ying Hua Ye, Sheng Gang Chen et Guan Zhong Song. « Experimental and Numerical Study of RC Thin-Walled Channel Beam under Torsion ». Applied Mechanics and Materials 405-408 (septembre 2013) : 1196–99. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1196.
Texte intégralJontes, James D., et Ronald A. Milligan. « Brush Border Myosin–I Structure and ADP-dependent Conformational Changes Revealed by Cryoelectron Microscopy and Image Analysis ». Journal of Cell Biology 139, no 3 (3 novembre 1997) : 683–93. http://dx.doi.org/10.1083/jcb.139.3.683.
Texte intégralHuang, Can, Yongwei Wang, Shuyuan Xu, Wenchi Shou, Chengming Peng et Danfeng Lv. « Vision-Based Methods for Relative Sag Measurement of Suspension Bridge Cables ». Buildings 12, no 5 (17 mai 2022) : 667. http://dx.doi.org/10.3390/buildings12050667.
Texte intégralThèses sur le sujet "Swing bridges"
Sand, Monica. « Space in motion : the art of activating space in-between ». Doctoral thesis, KTH, Arkitektur, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4876.
Texte intégralQC 20100909
GAO, YUAN-LI, et 高元利. « Small suspension bridge construction quality control study- Swing-column Steel Bridge tower ». Thesis, 2013. http://ndltd.ncl.edu.tw/handle/98313436950472509248.
Texte intégral國立高雄應用科技大學
土木工程與防災科技研究所
102
In this thesis, based on three practical cases of swing-column suspension bridges, the quality control and nonlinear structural behavior during the construction stages of small-scale suspension bridges are studied and related domestic and foreign construction specifications are surveyed to investigate possible inspection standards for the construction of these bridges. The deflected shape of the swing-column suspension bridges during various construction stages are analyzed using SAP2000, and the analytical results are compared with the design values and the measured data obtained at the construction sites. The comparisons are used to examine the safety of the construction works. The results of this thesis can be applied for the quality control for the construction of small-scale suspension bridges in Taiwan.
Bau, Guo Fang, et 郭芳寶. « Vehicle Carried Suspension Bridge Construction Stage Nonlinear Analysis – Taking Swing Column Bridge Tower as an Example ». Thesis, 2013. http://ndltd.ncl.edu.tw/handle/wcgdsy.
Texte intégral國立高雄應用科技大學
土木工程與防災科技研究所
101
The purpose of this paper is to perform nonlinear analysis on Swing column vehicle carried suspension bridges during construction stage. Researches were focused on suspension bridges which had rotating shafts supported design at bottom of bridge tower that it bears purely axis, shear forces, and reducing bending stresses. Study was on nonlinear analyzing on Swing column vehicle carried suspension bridge during construction stage.Research methods were, after confirmation of geometrical shapes and initial states of suspension bridges, built up analysis models using SAP2000 finite element software and carried out numerical simulations; to predict strain and internal forces spreading of main cable, bridge tower, and stiffening girder on each construction stages respectively and compared with three construction stage instances of vehicle carried suspension bridge in this paper for analysis; to study linear changes of main cable, calculated length errors of main cable and suspension cable; and to predict structural displacement and changes of internal forces of three Swing column vehicle carried suspension bridges during construction stages to ensure suspension bridges construction precision.Finally, dynamic analysis was applied on three suspension bridge construction instances.Several important discoveries were resulted by this research: (1) while building finite element models for suspension bridges designer should consider geometrical and material nonlinear interferences in addition to actual construction steps in order to predict the correspondence and displacement of each structural element of suspension bridges precisely. (2) The main cable of suspension bridge was a parabola curve in its initial construction state. Main cable turned into funicular curve when adding stiffening girder segments. The actual shapes of main cable depended on Sag/Span Ratio, sling separation, dead load of stiffening girder. (3) Along with construction stages stiffening girders were segment connected which increased vertical stiffness and vibration frequency of suspension bridge effectively. The dead load of stiffening girder at the same time could promote axial forces of main cable which greatly helped in resisting vibration of main cable and twisting of stiffening girder. (4) It is inferred by this paper that before closing stiffening girder, all stretches caused by temperature were absorbed by main cable, which caused larger displacement of tower top; conversely, after closing of stiffening girder, the stretches caused by temperature were absorbed by movable supports that connect bridge abutment and stiffening girder, therefore the displacement of tower top would not be interfered too much. (5) Linear changes of main cable during construction stage for both three-span and single-span suspension bridges would be interfered by central sag of side span main cables.The research results of this paper were expected to be references of Swing column suspension bridge nonlinear analysis and construction control.
Livres sur le sujet "Swing bridges"
Bates, John Schuyler. Design of a Swing Highway Bridge. Creative Media Partners, LLC, 2021.
Trouver le texte intégralSullivan, Shirley. Keep the Rhythm and the Bridge Won't Swing. Writers Club Press, 2000.
Trouver le texte intégralBird, David. Famous Bridge Swings : An Honors Book from Master Point Press. Master Point Press, 2017.
Trouver le texte intégralDavis, Mark, et Davina Lohm. Pandemics, Publics, and Narrative. Oxford University Press, 2020. http://dx.doi.org/10.1093/oso/9780190683764.001.0001.
Texte intégralChapitres de livres sur le sujet "Swing bridges"
Morganti, R., A. Tosone, D. Di Donato et M. Abita. « Swing bridges in the 19th century Italian dockyards ». Dans History of Construction Cultures, 473–80. London : CRC Press, 2021. http://dx.doi.org/10.1201/9781003173434-165.
Texte intégralSimpson, Brian, et Michael F. Blyth. « The Renovation of a Victorian Swing Bridge ». Dans Bridge Management, 705–13. Boston, MA : Springer US, 1990. http://dx.doi.org/10.1007/978-1-4899-7232-3_61.
Texte intégralWatanabe, E., T. Maruyama, S. Ueda et H. Tanaka. « Yumemai Floating Swing Arch Bridge of Osaka, Japan ». Dans Large Floating Structures, 61–90. Singapore : Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-287-137-4_3.
Texte intégralMarano, Giuseppe C., Giuseppe Quaranta, Rita Greco et Giorgio Monti. « Sensor Network Design for Monitoring a Historic Swing Bridge ». Dans Proceedings of the International Symposium on Engineering under Uncertainty : Safety Assessment and Management (ISEUSAM - 2012), 493–502. India : Springer India, 2012. http://dx.doi.org/10.1007/978-81-322-0757-3_29.
Texte intégralPickel, Susanne, et Gert Pickel. « Political Values and Religion : A Comparison Between Western and Eastern Europe ». Dans Values – Politics – Religion : The European Values Study, 157–203. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-31364-6_5.
Texte intégralBellanca, Nicolò, et Luca Pardi. « Per una teoria del declino delle società complesse ». Dans Studi e saggi, 129–45. Florence : Firenze University Press, 2020. http://dx.doi.org/10.36253/978-88-5518-195-2.13.
Texte intégralFaltin, Benedikt, Damaris Gann et Markus König. « A Comparative Study of Deep Learning Models for Symbol Detection in Technical Drawings ». Dans CONVR 2023 - Proceedings of the 23rd International Conference on Construction Applications of Virtual Reality, 877–86. Florence : Firenze University Press, 2023. http://dx.doi.org/10.36253/979-12-215-0289-3.87.
Texte intégralFaltin, Benedikt, Damaris Gann et Markus König. « A Comparative Study of Deep Learning Models for Symbol Detection in Technical Drawings ». Dans CONVR 2023 - Proceedings of the 23rd International Conference on Construction Applications of Virtual Reality, 877–86. Florence : Firenze University Press, 2023. http://dx.doi.org/10.36253/10.36253/979-12-215-0289-3.87.
Texte intégralCollazos-Arias, F., D. Garcia-Sánchez, Maria L. Ruiz-Bedia, O. R. Ramos-Gutiérrez et M. A. Delgado-Nuñez. « Rehabilitation of the swing bridge from 1905, North of Spain ». Dans Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, 2594–98. CRC Press, 2018. http://dx.doi.org/10.1201/9781315189390-351.
Texte intégralKolb, Robert. « On the Origins of Human Rights in War ». Dans The Global Community Yearbook of International Law and Jurisprudence 2020, 157–64. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780197618721.003.0007.
Texte intégralActes de conférences sur le sujet "Swing bridges"
Thomsen, Kjeld, et Christian Riis Petersen. « Successful Moveable Bridges ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2274.
Texte intégralWang, Yongxin, Matthew Jablonski, Chaitanya Yavvari, Zezhou Wang, Xiang Liu, Keith Holt et Duminda Wijesekera. « Safety and Security Analysis for Movable Railroad Bridges ». Dans 2019 Joint Rail Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/jrc2019-1251.
Texte intégralFang, Yu, Wen Xiong, Jun Kan et Hailong Liu. « Numerical Simulation of Overall Marine Transportation of Bay Bridges under Complex Hydrographic Environment ». Dans IABSE Congress, Nanjing 2022 : Bridges and Structures : Connection, Integration and Harmonisation. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0793.
Texte intégralAnderson, John, et Maja Wilson. « The Many Inputs To Creating a Single Moving Form, the V&A Swingbridge ». Dans Footbridge 2022 (Madrid) : Creating Experience. Madrid, Spain : Asociación Española de Ingeniería Estructural, 2021. http://dx.doi.org/10.24904/footbridge2022.109.
Texte intégralMurano, Fumiya, Masaaki Nakayama, Shinjiro Seki et Yuya Uchida. « Innovative unloading and lifting system applied for deck erection of new suspension bridge across the Danube river in Romania ». Dans IABSE Symposium, Istanbul 2023 : Long Span Bridges. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/istanbul.2023.0560.
Texte intégralMatsuhisa, Hiroshi, et Yoshihisa Honda. « Liquid Dynamic Absorbers for Ropeway Carriers and Ships ». Dans ASME 1999 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/detc99/movic-8405.
Texte intégralGiles, Ryan, Robin Kim, Steven Sweeney, Bill Spencer, Lawrence Bergman, Carol Shield et Steve Olson. « Multimetric Monitoring of a Historic Swing Bridge ». Dans Structures Congress 2012. Reston, VA : American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412374.014.
Texte intégralPaterson, Duncan, et Justin Anderson. « Repositioning of the Cumberland River Swing Bridge ». Dans Geotechnical and Structural Engineering Congress 2016. Reston, VA : American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479742.066.
Texte intégralKumar, Sashi. « Design & ; Construction of the Prai Swing Bridge ». Dans IABSE Conference, Kuala Lumpur 2018 : Engineering the Developing World. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0905.
Texte intégralMoretti, Stefano, Yamuna Maccarana, Fabio Previdi et Michele Ermidoro. « Load swing reduction in manually operated bridge cranes ». Dans 2017 IEEE 3rd International Forum on Research and Technologies for Society and Industry - Innovation to Shape the Future for Society and Industry (RTSI). IEEE, 2017. http://dx.doi.org/10.1109/rtsi.2017.8065880.
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