Fuzzy theory based approach for three-dimensional nonlinear analysis of reinforced concrete two-blade bridge piers
L Sgambi - Computers & Structures, 2004 - Elsevier
A modern conceptual design of a bridge structure should be open to wide criteria to endow
the structure with static, dynamic and ductile characteristics sufficient to tackle the seismic …
the structure with static, dynamic and ductile characteristics sufficient to tackle the seismic …
Fuzzy based approach for the reliability assessment of reinforced concrete two-blade slender bridge piers using three-dimensional non-linear analysis
L Sgambi - Computational Fluid and Solid Mechanics 2003, 2003 - Elsevier
Publisher Summary A modern conceptual design of a bridge structure should be open to
wider criteria, which assure that the structure is endowed with static, dynamic, and ductile …
wider criteria, which assure that the structure is endowed with static, dynamic, and ductile …
[PDF][PDF] Enhanced models for three-dimensional analysis of reinforced concrete two-blade slender bridge piers
L Sgambi, F Bontempi - ASEM'02, 2002 - dial.uclouvain.be
ABSTRACT A modern conceptual design of a bridge structure should be open to wider
criteria, which assure that the structure is endowed with static, dynamic and ductile …
criteria, which assure that the structure is endowed with static, dynamic and ductile …
[PDF][PDF] Ottimizzazione delle caratteristiche geometriche dei solai alveolari
L Sgambi, L Catallo, F Bontempi - Proceedings of the 2004 AICAP …, 2004 - dial.uclouvain.be
Obiettivo di questo lavoro è la progettazione automatica dei solai alveolari. La progettazione
è basata su una procedura di ottimizzazione in grado di valutare la forma della sezione …
è basata su una procedura di ottimizzazione in grado di valutare la forma della sezione …
Structural response evaluation of two-blade bridge piers subjected to a localized deterioration
L Sgambi, F Bontempi… - Proceedings of the 3rd …, 2006 - api.taylorfrancis.com
EXTENDED ABSTRACT: Two-blade bridge piers represent today an innovative solution to
optimize the structural behavior of long viaducts subjected to seismic actions (Biondini 2001 …
optimize the structural behavior of long viaducts subjected to seismic actions (Biondini 2001 …
[PDF][PDF] Modellazione tridimensionale di strutture in calcestruzzo armato in campo non lineare
L Sgambi - Politecnico di Milano, Italia, 2008 - dial.uclouvain.be
Benché sia forse il materiale da costruzione più diffuso, il comportamento delle strutture in
calcestruzzo armato in campo non lineare presenta ancora diversi aspetti di non facile …
calcestruzzo armato in campo non lineare presenta ancora diversi aspetti di non facile …
[PDF][PDF] Roccalberto Milone", Luca Sgambiº
IDMNA STRUTTURALE - dial.uclouvain.be
In this article is described like different structural model of the same structure can produce
different output tension. Models with unsophisticated assumption, for example the beam of …
different output tension. Models with unsophisticated assumption, for example the beam of …
[PDF][PDF] Digital access to libraries
D Misonne - dial.uclouvain.be
Digital access to libraries Page 1 Digital access to libraries "La directive relative aux émissions
industrielles et le nouveau régime IPPC" Misonne, Delphine Abstract Présentation des …
industrielles et le nouveau régime IPPC" Misonne, Delphine Abstract Présentation des …
[PDF][PDF] Sgambi Luca and Bontempi Franco 2
CTWOBSB PIERS - academia.edu
ABSTRACT A modern conceptual design of a bridge structure should be open to wider
criteria, which assure that the structure is endowed with static, dynamic and ductile …
criteria, which assure that the structure is endowed with static, dynamic and ductile …
[PDF][PDF] MODELLAZIONE TRIDIMENSIONALE DI STRUTTURE IN CA
INCNON LINEARE - academia.edu
Nella normale progettazione, strutture “complicate” vengono modellate con teorie
“semplificative” in grado di fornire risultati di interesse ingegneristico con un minimo …
“semplificative” in grado di fornire risultati di interesse ingegneristico con un minimo …