Pages that link to "Item:Q996177"
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The following pages link to Approach for analyzing the ultimate strength of concrete filled steel tubular arch bridges with stiffening girder (Q996177):
Displaying 5 items.
- Investigating the hysteretic behavior of concrete-filled steel tube arch by using a fiber beam element (Q1665611) (← links)
- The stability of a movable high-strength inverted-triangular steel bridge (Q1720425) (← links)
- Experimental and analytical investigation of deformations and stress distribution in steel bands of a two-span stress-ribbon Pedestrian bridge (Q1993310) (← links)
- Creep of Concrete Core and Time-Dependent Non-LinearBehaviour and Buckling of Shallow Concrete-Filled SteelTubular Arches (Q2964866) (← links)
- Stability Analyses of the Upper Chord Tubes of Light Gauge Steel–Oriented Strand Board Composite Truss Girders (Q2972460) (← links)