Pages that link to "Item:Q1597801"
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The following pages link to A further study about the behaviour of foundation piles and beams in a Winkler-Pasternak soil (Q1597801):
Displaying 9 items.
- In-plane stability of uniform steel beam-columns on a Pasternak foundation with zero end-shortening (Q396358) (← links)
- Dynamic interaction of various beams with the underlying soil - finite and infinite, half-space and Winkler models (Q950451) (← links)
- Effects of Young's modulus on response of railway sleeper (Q1031800) (← links)
- Free vibration of semi-rigid connected Reddy-Bickford piles embedded in elastic soil (Q1039994) (← links)
- Forced vibrations of laterally loaded piles (Q1302786) (← links)
- The stability of uniform-friction piles in homogeneous and non-homogeneous elastic foundations (Q1302813) (← links)
- Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: formulation and setting of a Winkler approach (Q2295843) (← links)
- Free vibration of piles embedded in soil having different modulus of subgrade reaction (Q2472970) (← links)
- Free vibrations of Timoshenko beam-columns on Pasternak foundations (Q2831934) (← links)
