Pages that link to "Item:Q2511654"
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The following pages link to Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading (Q2511654):
Displaying 6 items.
- Minimum thrust and minimum thickness of hemispherical masonry domes (Q332688) (← links)
- Static upper/lower thrust and kinematic work balance stationarity for least-thickness circular masonry arch optimization (Q2025705) (← links)
- Differential formulation and numerical solution for elastic arches with variable curvature and tapered cross-sections (Q2102540) (← links)
- Parametric design of masonry vaults based on structural affinity (Q2282434) (← links)
- Thrust line analysis and the minimum thickness of pointed masonry arches (Q2398665) (← links)
- A new numerical approach for determining optimal thrust curves of masonry arches (Q2421992) (← links)