![]() |
[email protected] |
![]() |
3275638434 |
![]() |
![]() |
Paper Publishing WeChat |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
One-of-a-Kind Footbridge, Lublin, Poland
Karas Slawomir1 and Gnyp Krzysztof2
Full-Text PDF
XML 724 Views
DOI:10.17265/1934-7359/2022.01.003
1. Road and Bridge Department, Lublin University of Technology (LUT), Lublin 20-618, Poland
2. Gnyp Krzysztof, Vbcadprojekt Ltd., Skrzynice-Kolonia 23-114, Poland
Footbridge design, aesthetics of bridges, footbridge dynamic test load, pedestrian comfort, BIM (building information modelling), steel footbridge.
[1] https://www.nextarchitects.com/en/projects/lucky_knot.
[2] https://www.boysplaynice.com/lavka-pres-dretovicky-potok-aoc-architekti.
[3] EN 1991-2. 2003. “Part 2: Traffic Loads on Bridges.” In Eurocode 1: Actions on Structures.
[4] EN 1993-1-1. 2005. “Part 1-1: General Rules and Rules for Buildings.” In Eurocode 3: Design of steel structures.
[5] Nettleton, D. A., and Torkelson, J. 1977. Arched Bridges. Dep. of Transp., FHA. http://books.google.com/.
[6] Salamak, M., Radziecki, A., Lazinski, P., and Pradelok, S. 2013. “Analysis of the Results from the Load Testing of Steel through Arch Bridges.” In 7th International Conference on Arch Bridges, 2-4 October 2013, Trogir, Split, Croatia, 187-94. doi: 10.13140/2.1.4962.8161.
[7] PN-82/S-10052 Bridge Structures. Steel Structures Design. (in Polish)
[8] Regulation of the Minister of Transport and Maritime Economy of May 30, 2000 on Technical Conditions to Be Met by Road Engineering Objects and Their Location. (in Polish)
[9] EN 1990: Eurocode. Basis of Structural Design.
[10] EN 1990: Eurocode. “Draft Annex A2.” In Basis of Structural Design.
[11] Kala, Z. 2015. Numerical Solution of Suspension Footbridge Focusing on Human Comfort Criteria, in Safety and Reliability of Complex Engineered Systems, edited by Zio, E., Sudret, B., Podofillini, L., Stojadinović, B., and Kröger, W. Boca Raton: CRC Press
[12] Kala, J., Hradil, P., Salajka, V., and Jüttner, V. “Dynamic Response of Cable Stayed Steel Bridge with Tuned Mass Damper Installed.” In Numerical and Experimental Approach, Modern Building Materials, Structures and Techniques, May 19-21, 2010, Vilnius, Lithuania, pp. 658-66.
[13] SÉTRA. 2006. “Footbridges Assessment of Vibrational Behavior of Foot-Bridges under Pedestrian Loading.” Service d’études techniques des routes et autoroutes.
[14] Heinemeyer, C., and Feldmann, M. 2009. “European Design Guide for Footbridge Vibration.” In Footbridge Vibration Design. Boca Raton: CRC Press, pp. 13-30.
[15] Heinemeyer, C., Butz, C., Keil, A., Schlaich, M., Goldack, A., Trometer, S., Lukić, M., Chabrolin, B., Lemaire, A., Martin, P. O., Cunha, A., and Caetano, E. 2009. “Design of Lightweight Footbridges for Human Induced Vibrations.” In EUR 23984 EN. Luxembourg: European Commission, p. 82. doi: 10.2788/33846.
[16] Kasparowa, K., and Dinev, D. 2020. “Human-Inducted Vibrations on Footbridges. Current Codes of Practice—Overview.” Journal of Theoretical and Applied Mechanics 50: 142-57. https//www.researchgate.net/publication/341607554.
[17] Venuti, F., and Bruno, L. 2011. “Pedestrian Loads and Dynamic Performances of Lively Footbridges: An Overview on Measurement Techniques and Codes of Practice.” In Civil Structure Health Monitoring 2nd Workshop, Taormina, Italia.
[18] Leonhardt F. 1968. “Aesthetics of Bridge Design.” PCI Journal 13: 14-31.
[19] Leonhardt, F. 1984. “Brücken Bridges Ästhetik und Gestaltung, Aesthetics and Design, Wissenschaftliche Buchgesellschaft-Darmstadt” In Structural Mechanics, MIT Press, p. 308. http://worldcat.org/isbn/0262121050.
[20] http://happypontist.blogspot.com/2009/02/bridge-criticism-8-good-bad-and-ugly.html.
[21] Calatrava. S. 1984. “On the Foldability of Space Frames.” Ph.D. thesis, ETHZ.
[22] Wasiutyński, Z. 1971. “On the Architecture of Bridges.” PAN, PWN, Warsaw. (in Polish)
[23] Karas, S. 2017. “Bridge Graffiti, Aesthetical Assessment.” American Journal of Civil Engineering and Architecture 5 (3): 108-12. doi: 10.12691/ajcea-5-3-5.