Why enterprise resource planning initiatives do succeed in the long run: A case-based causal network. [PDF]
Zerbino P +3 more
europepmc +1 more source
Research on the Damage Evolution Mechanism of the Cement Sheath under Hydraulic Fracturing Cyclic Loading Conditions. [PDF]
Tao T, Liu Q, Xu Y.
europepmc +1 more source
Reconstructing the Iglói system: historical insights and current relevance for distance running. [PDF]
Kelemen B, Gyimes Z.
europepmc +1 more source
Assessing the Potential of Lateritic Clayey Soils for Road Infrastructure in Tropical Regions. [PDF]
Guimarães ACR +4 more
europepmc +1 more source
Incremental Growth Analysis of a Cantilever Beam under Cyclic Thermal and Axial Loads. [PDF]
Shahrjerdi A +3 more
europepmc +1 more source
An Optimized Approach to Multistage Permanent Deformation Testing of Granular Materials. [PDF]
Pérez-González E, Bilodeau JP.
europepmc +1 more source
Effect of Sand Addition on Laterite Soil Stabilization. [PDF]
Almeida BD +3 more
europepmc +1 more source
Further Investigations and Parametric Analysis of Microstructural Alterations under Rolling Contact Fatigue. [PDF]
Abdullah MU, Khan ZA.
europepmc +1 more source
On equivalence of algebraic and finite element formulations of prestressed bar structures. [PDF]
Pełczyński J.
europepmc +1 more source
Limit and shakedown analysis for plastic design
Limit and shakedown theorems are exact theories of classical plasticity for the direct computation of safety factors or of the load carrying capacity under constant and varying loads.
Staat, Manfred (Prof. Dr.-Ing.) +1 more
core

