Pages that link to "Item:Q3122360"
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The following pages link to LARGE DISPLACEMENT ELASTOPLASTIC ANALYSIS OF SEMIRIGID STEEL FRAMES (Q3122360):
Displaying 7 items.
- A mathematical programming computational model for disproportionate collapse analysis of steel building frames (Q691388) (← links)
- Crack propagation due to time-dependent creep in quasi-brittle materials under sustained loading (Q995290) (← links)
- Large displacement analysis of space-frame structures (Q1122386) (← links)
- Large displacement elastoplastic analysis of frames using an iterative LCP approach (Q1198505) (← links)
- Large-deformation, elasto-plastic analysis of frames under nonconservative loading, using explicitly derived tangent stiffnesses based on assumed stresses (Q1819986) (← links)
- The influence of geometric effects on the behavior of strain softening frames (Q1959737) (← links)
- Mathematical programming approaches for the safety assessment of semirigid elastoplastic frames (Q2428337) (← links)