Stressed ribbon bridges

Most Important Structures in this Category

#	Name	Country	main span
1	Mkomaas River Pedestrian Bridge	South Africa	150 m
2	Plovdiv Footbridge	Bulgaria	150 m
3	Yume Tsuribashi Bridge	Japan	147.6000 m
4	Rafael Iglesias Bridge	Costa Rica	146 m
5	Mori-no-wakuwaku Hashi	Japan	128.5000 m
6	Metolong Dam Bridge B	Lesotho	127.7500 m
7	Sacramento River Trail Pedestrian Bridge	USA	127.4000 m
8	Lake Hodges Bridge	USA	100.5800 m
9	Terwillegar Park Footbridge	Canada	100 m
10	Seiun Bridge	Japan	94 m

Bleicher, Achim (2012): Aktive Schwingungskontrolle einer Spannbandbrücke mit pneumatischen Aktuatoren. In: Bautechnik, v. 89, n. 2 (February 2012), pp. 89-101.
https://doi.org/10.1002/bate.201201539
Caetano, Elsa / Cunha, Álvaro / Martins, Luís Câncio (2011): Assessment of Running Pedestrian Induced Vibrations on a Stress-Ribbon Footbridge. Presented at: 4th International Conference Footbridge 2011, Wroclaw, Poland, 6-8 July 2011.
Cobo del Arco, Diego / Aparicio Bengoechea, Ángel C. (1996): La banda tesa de hormigón pretensado. Un esquema estructural para pasarelas. In: Hormigón y acero, v. 47, n. 201 (3rd Quarter 1996), pp. 43-62.
Strobl, Wolfgang (2014): Begehbahre Holzskulptur - Die Spannbandbrücke in Tirschenreuth. In: Bundesingenieurkammer (2014): Ingenieurbaukunst 2015. Ernst & Sohn, Berlin (Germany), ISBN 9783433030967, pp. 136-143.
Carbon fibre replaces steel in stressed ribbon bridge prototype. In: Bridge Design & Engineering, v. 12, n. 45 (4th Quarter 2006), pp. 10.