Pages that link to "Item:Q2393275"
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The following pages link to Towards a seismic worst scenario approach for rocking systems: analytical and experimental set-up for dynamic response (Q2393275):
Displaying 9 items.
- On the rocking complex response of ancient multispondyle columns: a genious and challenging structural system requiring reliable solution (Q276700) (← links)
- Sizing the slenderness of free-standing rocking columns to withstand earthquake shaking (Q396338) (← links)
- Analysis of the dynamics of rigid blocks using the theory of distributions (Q425692) (← links)
- Analytical formulation of generalized incremental theorems for 2D no-tension solids (Q500408) (← links)
- Worst time histories of transient dynamic actions on linear structures (Q914428) (← links)
- Theorems for masonry solids with brittle time-decaying tensile limit strength (Q1708670) (← links)
- Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation (Q2435332) (← links)
- Stability of rigid blocks exposed to single-pulse excitation (Q2628738) (← links)
- Closed-form rocking overturning conditions for a family of pulse ground motions (Q5363722) (← links)
