Savvas Saloustros

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savvas.saloustros@epfl.ch +41 21 693 62 76

https://orcid.org/0000-0002-9513-8373

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EPFL ENAC IIC EESD
GC B2 514 (Bâtiment GC)
Station 18
CH-1015 Lausanne

+41 21 693 62 76
+41 21 693 53 07
Office: GC B2 514
EPFL > ENAC > IIC > EESD

Web site: Web site: https://eesd.epfl.ch

EPFL ENAC SGC-GE
GC A2 425 (Bâtiment GC)
Station 18
CH-1015 Lausanne

+41 21 693 53 07
Office: GC B2 514
EPFL > ENAC > ENAC-SGC > SGC-ENS

DO@ENAC
CH A1 375 (Bâtiment CH)
Station 6
CH-1015 Lausanne

+41 21 693 53 07
Office: GC B2 514
EPFL > ENAC > ENAC-DEC > DOENAC

Web site: Web site: https://www.epfl.ch/schools/enac/about/diversity-office/

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Administrative data

Professional course

Co-founder & Board Member

NDT & Structural Analysis of Built Heritage Structures

FENEC

2019 - present

Structural Engineer

Windmill Structural Constultants, Barcelona, Spain

2019

Education

PhD

Construction Engineering

UPC-BarcelonaTech, Spain

2017

MSc

Structural Analysis of Monuments and Historical Constructions (SAHC)

University of Padova, Italy & UPC-BarcelonaTech, Spain

2013

Diploma

Civil Engineering

National Technical University of Athens, Greece

2012

Publications

Selected publications

Segura J, Pelà L, Saloustros S, Roca P Construction & Building Materials	Experimental and numerical insights on the diagonal compression test for the shear characterisation of masonry
Saloustros S, Cervera M, Kim S, Chiumenti M Computational Mechanics	Accurate and locking-free analysis of beams, plates and shells using solid elements
Saloustros S, Pelà L, Roca P. ASCE Journal of Performance of Constructed Facilities	Nonlinear Numerical Modeling of Complex Masonry Heritage Structures Considering History-Related Phenomena in Staged Construction Analysis and Material Uncertainty in Seismic Assessment
Saloustros S, Pelà L, Contrafatto FR, Roca P, Petromichelakis I International Journal of Architectural Heritage	Analytical Derivation of Seismic Fragility Curves for Historical Masonry Structures Based on Stochastic Analysis of Uncertain Material Parameters
Pelà L, Saloustros S, Roca P Construction & Building Materials	Cylindrical samples of brick masonry with aerial lime mortar under compression: experimental and numerical study
Vlachakis G, Cervera M, Barbat GB, Saloustros S Engineering Failure Analysis	Out-of-plane seismic response and failure mechanism of masonry structures using finite elements with enhanced strain accuracy
Saloustros S, Cervera M, Pelà L Archives of Computational Methods in Engineering	Challenges, Tools and Applications of Tracking Algorithms in the Numerical Modelling of Cracks in Concrete and Masonry Structures
Saloustros S,Cervera M, Pelà L Meccanica	Tracking multi-directional intersecting cracks in numerical modelling of masonry shear walls under cyclic loading
Saloustros S, Pelà L, Cervera M, Roca P International Journal of Architectural Heritage	An enhanced finite element macro-model for the realistic simulation of localized cracks in masonry structures: A large-scale application
Saloustros S, Pelà L, Cervera M, Roca P Computational Mechanics	Finite element modelling of internal and multiple localized cracks
Saloustros S, Pelà L, Cervera M Engineering Fracture Mechanics	A crack-tracking technique for localized cohesive-frictional damage
Saloustros S, Pelà L, Roca P, Portal J Engineering Failure Analysis	Numerical analysis of structural damage in the church of the Poblet monastery

Teaching & PhD

Teaching

Civil Engineering

PhD Students

Inzunza Araya Ernesto Andrés,

Courses

Nonlinear analysis of structures

The course is based on assignments in which students either implement the nonlinear analysis from scratch (for models with truss elements) or use an open-source software (for models with beam elements). The topics that are covered are the following:

Truss models with material and geometric nonlinearity
Solution strategies for static loads
Total and incremental com

Program: Section of Mechanical Engineering

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