MARIOGUISASOLA.EU
marioguisasola.euHoneycomb von mises footbridge. Honeycomb von mises bridge.
http://www.marioguisasola.eu/
Honeycomb von mises footbridge. Honeycomb von mises bridge.
http://www.marioguisasola.eu/
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Honeycomb von mises footbridge. Honeycomb von mises bridge.
marioguisasola.eu
monocontentio footbridge
http://www.marioguisasola.eu/monocontentio-footbridge
The bridge is a uncompensated two-span continuous beam. The two lateral box girder elevation, which form the main structure of the bridge, follow the diagram of the bending moments for a continuous beam of two spans. To highlight the fixed end, the web has been folded in the area corresponding to the positive moments. Boundary conditions: slope in the restrained abutment and vertical wall in the simple support. Span range: 22.5 – 67.5 m. Footbridge over the river Oria between Villabona and Zizurkil.
monocontentio bridge
http://www.marioguisasola.eu/monocontentio-sinus-bridge
The two lateral box girder elevation, which form the main structure of the bridge, follow the diagram of the bending moments for a continuous beam of two spans, with the material positioned on top in areas where the lower clearance must be relieved. To emphasize the restraint, the web has been bent in the area corresponding to positive bending moments. Boundary conditions: slope in the restrained abutment and vertical wall in the simple support. Span range: 22.5 – 67.5 m.
monocontentio sinus footbridge
http://www.marioguisasola.eu/monocontentio-sinus-footbridge
The bridge is a beam elastically set into one of the abutments. The restraint is highlighted with circular arrangements. The web of the central section warps, while the web of the fixed-ending side span is a flat surface. Boundary conditions: slope in the restrained abutment and vertical wall in the simple support. Span range: 22.5 – 67.5 m. Footbridge over Railway Line Madrid – Irun and N-I Ordizia.
bicontentio sinus footbridge
http://www.marioguisasola.eu/bicontentio-sinus-footbridge
The bridge is a beam that is elastically restrained on two side spans. The restraint is highlighted with circular arrangements. The web of the central section warps, while the web of the fixed-ending side spans is a flat surface. Boundary conditions: preferably inclined slope on both sides. Span range: 20 – 66 m. R Footbridge in Martutene (San Sebastian).
honeycomb von mises footbridge
http://www.marioguisasola.eu/honeycomb-von-mises-footbridge
Honeycomb von mises footbridge. The bridge is formed by two lateral simply supported box beams, which variation of the depth is based on the criterion of comparison of Von Mises. In order to provide permeability within the footbridge, some alveoli are practiced in the side beams. Boundary conditions: preferably vertical wall on both sides. Span range: 32 – 72 m. Right Bank Footbridge over the River Oria in Tolosa.
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