GRANDE, Ernesto
 Distribuzione geografica
Continente #
EU - Europa 189
AS - Asia 19
NA - Nord America 16
AF - Africa 3
Totale 227
Nazione #
IT - Italia 122
IE - Irlanda 44
US - Stati Uniti d'America 15
TR - Turchia 6
CZ - Repubblica Ceca 5
IR - Iran 5
FR - Francia 4
VN - Vietnam 4
BE - Belgio 3
DE - Germania 3
DZ - Algeria 2
FI - Finlandia 2
NL - Olanda 2
NP - Nepal 2
PS - Palestinian Territory 2
CA - Canada 1
EG - Egitto 1
ES - Italia 1
GB - Regno Unito 1
GR - Grecia 1
PT - Portogallo 1
Totale 227
Città #
Dublin 44
Cassino 34
Rome 19
Napoli 15
Magenta 6
Dong Ket 4
Ashburn 3
Columbus 3
Izmir 3
Messina 3
Montecarlo 3
Besana in Brianza 2
Council Bluffs 2
Frankfurt am Main 2
Isfahan 2
Istanbul 2
Kathmandu 2
Nablus 2
Naples 2
Nardò 2
Parrano 2
Pozzuoli 2
Athens 1
Bracciano 1
Braga 1
Busto Arsizio 1
Cairo 1
Edmonton 1
Erembodegem 1
Erzurum 1
Eygelshoven 1
Helsinki 1
Lappeenranta 1
Lecce 1
London 1
Loppem 1
Milan 1
Minturno 1
Musselkanaal 1
Oudenaarde 1
Santa Maria Capua Vetere 1
Toledo 1
Vico Equense 1
Totale 180
Nome #
Geotechnical-structural engineering for the preservation of Ninfeo Ponari in Roman Casinum, file d4abe1f2-eb7a-475a-99b6-153739f2b8b7 48
A key nexus for vault systems from Lecce: stereometric correlation between shape and structure, file de2a6153-c927-86a2-e053-1705fe0a3017 40
HT_BIM: Parametric modelling for the assessment of risk in historic centers 7HT_BIM: La modellazione parametrica per l’analisi del rischio nei centri storici, file de2a6153-a57a-86a2-e053-1705fe0a3017 19
Structural health monitoring of the Ninfeo Ponari by combined use of fibre optic sensors, photogrammetry and laser scanning, file de2a6154-343b-86a2-e053-1705fe0a3017 16
An Integrated modeling system (BIM) for a quickly and riliable evaluation of the "interference" for the historical building aggregates: Limiti Emergency Condition (CLE), file de2a6153-a47c-86a2-e053-1705fe0a3017 14
A Frame Element Model for the Nonlinear Analysis of FRP-Strengthened Masonry Panels Subjected to In-Plane Loads, file de2a6153-0bca-86a2-e053-1705fe0a3017 13
Bond behaviour of CFRP laminates glued on clay bricks: experimental and numerical study, file de2a6152-f6f3-86a2-e053-1705fe0a3017 6
Finite element analysis of masonry panels strengthened with FRPs, file de2a6153-057b-86a2-e053-1705fe0a3017 6
SEISMIC ASSESSMENT AND RETROFIT OF STEEL CBF, file de2a6153-0e79-86a2-e053-1705fe0a3017 6
Effect of transverse steel on the responce of RC beams strengthened in shear by FRP: experimental study, file de2a6152-f6ef-86a2-e053-1705fe0a3017 5
Simple model for bond behavior of masonry elements strengthened with FRP, file de2a6152-f6f1-86a2-e053-1705fe0a3017 5
The capacity design criterion in the seismic design of X concentric braced frames. Critical analysis and new approach, file de2a6153-006c-86a2-e053-1705fe0a3017 5
Experimental investigation and numerical analysis of tuff-brick listed masonry panels, file de2a6153-02cd-86a2-e053-1705fe0a3017 3
A multi-stage approach for damage detection in structural systems based on flexibility, file de2a6154-1e2a-86a2-e053-1705fe0a3017 3
Experimental shear response of RC beams reinforced by CFRP sheets: the influence of transverse steel, file de2a6152-f550-86a2-e053-1705fe0a3017 2
Nuove tendenze nella progettazione sismica di edifici a controventi concentrici, file de2a6153-006b-86a2-e053-1705fe0a3017 2
Bond Behavior of Historical Clay Bricks Strengthened with Steel Reinforced Polymers (SRP), file de2a6153-04df-86a2-e053-1705fe0a3017 2
Seismic assessment of concentric X-braced steel frames, file de2a6153-0879-86a2-e053-1705fe0a3017 2
A SIMPLE APPROACH FOR SEISMIC RETROFIT OF LOW-RISE CONCENTRIC X-BRACED STEEL FRAMES, file de2a6153-0b99-86a2-e053-1705fe0a3017 2
The New York Times Building: The Role of Selected Features, file de2a6153-0bdc-86a2-e053-1705fe0a3017 2
The collapse of WTC twin towers: General aspects and considerations on the stability under exceptional loading of columns with partial-strength connections, file de2a6153-0c4f-86a2-e053-1705fe0a3017 2
Numerical simulation of the de-bonding phenomenon of FRCM strengthening systems, file de2a6153-cfb9-86a2-e053-1705fe0a3017 2
Valutazione della vulnerabilità sismica degli aggregati in muratura : il caso di Borgo San Rocco a Sora (Italia), file de2a6153-f24f-86a2-e053-1705fe0a3017 2
Numerical investigation on the bond behavior of FRCM strengthening systems, file de2a6154-2468-86a2-e053-1705fe0a3017 2
Design optimization of gridshells equipped with pre-tensioned rods, file d62fa2da-e9a1-4de0-ac8d-451f99efcfe7 1
Analisi di pannelli murari rinforzati con FRP soggetti a sollecitazioni di taglio, file de2a6152-fb69-86a2-e053-1705fe0a3017 1
FRP-strengthening of masonry structures: effect of debonding phenomenon, file de2a6152-fb6d-86a2-e053-1705fe0a3017 1
A simple model for evaluating the structural response of masonry structures strengthened by FRP, file de2a6152-fb6e-86a2-e053-1705fe0a3017 1
Analisi non lineare di pannelli e pareti in muratura rinforzati con FRP, file de2a6152-fb6f-86a2-e053-1705fe0a3017 1
Identificazione dinamica di strutture in muratura: tecniche ed indici di danno, file de2a6152-fb80-86a2-e053-1705fe0a3017 1
A data-driven approach for damage detection: an application to the ASCE steel benchmark structure, file de2a6153-0250-86a2-e053-1705fe0a3017 1
ROUND ROBIN TEST FOR COMPOSITE-TO-BRICK SHEAR BOND CHARACTERIZATION, file de2a6153-02cf-86a2-e053-1705fe0a3017 1
Implications of code provisions in the seismic design of concentric braced frames, file de2a6153-0c4d-86a2-e053-1705fe0a3017 1
Ductile design of CBF steel structures, file de2a6153-0c4e-86a2-e053-1705fe0a3017 1
Analytical and numerical modeling of composite-to-brick bond, file de2a6153-0e67-86a2-e053-1705fe0a3017 1
The Role of the Adhesive on the Bond Behavior of SRPs Applied on Masonry Supports: Experimental and Numerical Study, file de2a6153-4975-86a2-e053-1705fe0a3017 1
Investigation on the bond behavior of clay bricks reinforced with SRP and SRG strengthening systems, file de2a6153-b9bb-86a2-e053-1705fe0a3017 1
A simple 1D-Finite Element approach for the study of the bond behavior of masonry elements strengthened by FRP, file de2a6153-bb58-86a2-e053-1705fe0a3017 1
Modeling and numerical analysis of the bond behavior of masonry elements strengthened with SRP/SRG, file de2a6153-c0ed-86a2-e053-1705fe0a3017 1
Tecnologie per il monitoraggio strutturale del Ninfeo Ponari di Cassino. Una sperimentazione in collaborazione tra ENEA ed Università di Cassino, file de2a6154-4248-86a2-e053-1705fe0a3017 1
Fragility curves at regional basis for unreinforced masonry buildings prone to out-of-plane mechanisms: the case of Central Italy, file de2a6154-515b-86a2-e053-1705fe0a3017 1
Influence of Pretensioned Rods on Structural Optimization of Grid Shells, file de2a6154-515d-86a2-e053-1705fe0a3017 1
Fragility curves for URM buildings typologies in a historical center of Central Italy: the influence of seismic input, file ffb60d24-ad47-4b90-8e8f-c7d8086739c8 1
Totale 228
Categoria #
all - tutte 585
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 585


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20193 0 0 0 0 0 0 0 0 0 0 0 3
2019/202010 0 8 0 0 0 0 0 0 0 0 1 1
2020/202110 2 0 0 0 0 2 0 0 1 0 1 4
2021/20226 0 0 0 1 0 1 1 0 0 1 0 2
2022/2023132 2 3 0 25 6 9 9 6 47 5 18 2
2023/202427 1 2 1 3 4 3 0 9 1 0 3 0
Totale 228