Stochastic analysis of structures with uncertain-but-bounded parameters via improved interval analysis

By G. Muscolino, Alba Sofi. 2012

150 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/74c6143a4827f49a4a8579e0bdf6a4d9c937e50f

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Isaac E. Elishakoff
2. Alba Sofi
3. G. Muscolino
4. George Stefanou

In Control and Systems Engineering

1. Isaac E. Elishakoff
2. Alba Sofi
3. G. Muscolino

In Statistics and Probability

1. Isaac E. Elishakoff
2. Alba Sofi
3. G. Muscolino
4. George Stefanou

Citations in the corpus

• Static response bounds of Timoshenko beams with spatially varying interval uncertainties (2015, methodology): “(1) can be performed: ΓB(x, ξ) = ∞ ∑ i=1 λiψi (x)ψi (ξ) ⇒ E I (x) = E0 [ 1 + B I (x) ] = E0 [ 1 + N ∑ i=1 √ λi ψi (x)ê I i ] , x ∈ [0, L] , (4) where the first N terms are retained and ê I i = [−1,+1] denotes the so-called EUI (see Appendix A) introduced in the context of the IIA [5] to limit the ov”