IMBIMBO, Maura
 Distribuzione geografica
Continente #
EU - Europa 149
AS - Asia 36
NA - Nord America 13
AF - Africa 2
Totale 200
Nazione #
IT - Italia 93
IE - Irlanda 33
IR - Iran 13
US - Stati Uniti d'America 11
TR - Turchia 9
FR - Francia 5
IN - India 5
CZ - Repubblica Ceca 4
VN - Vietnam 4
BE - Belgio 3
CA - Canada 2
DE - Germania 2
DZ - Algeria 2
FI - Finlandia 2
HR - Croazia 2
NL - Olanda 2
NP - Nepal 2
PT - Portogallo 2
SA - Arabia Saudita 2
GB - Regno Unito 1
HK - Hong Kong 1
Totale 200
Città #
Cassino 40
Dublin 33
Rome 15
Napoli 14
Istanbul 6
Tehran 6
Dong Ket 4
Izmir 3
Montecarlo 3
Ashburn 2
Biskra 2
Boardman 2
Braga 2
Council Bluffs 2
Kathmandu 2
Kolkata 2
Naples 2
Nardò 2
Pisogne 2
Québec 2
Shaqra 2
Bari 1
Central 1
Chennai 1
Deliceto 1
Erembodegem 1
Eygelshoven 1
Helsinki 1
Lappeenranta 1
London 1
Loppem 1
Messina 1
Milan 1
Minturno 1
Mumbai 1
Musselkanaal 1
Nuremberg 1
Oudenaarde 1
Pozzuoli 1
Pula 1
Roorkee 1
Santa Maria Capua Vetere 1
Toledo 1
Zagreb 1
Totale 171
Nome #
Geotechnical-structural engineering for the preservation of Ninfeo Ponari in Roman Casinum, file d4abe1f2-eb7a-475a-99b6-153739f2b8b7 46
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
F.E. stress analysis of rubber bearings under axial loads, file de2a6153-0253-86a2-e053-1705fe0a3017 15
Optimization of structural patterns for tall buildings: The case of diagrid, file de2a6154-2733-86a2-e053-1705fe0a3017 15
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
Experimental tests and numerical modeling of reinforced masonry arches, file de2a6152-fe20-86a2-e053-1705fe0a3017 6
Finite element analysis of masonry panels strengthened with FRPs, file de2a6153-057b-86a2-e053-1705fe0a3017 6
Vulnerability of Buildings: From Heritage Building Information Modelling (HBIM) to Seismic Analysis, file de2a6154-2d9f-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
Metodologia per la definizione degli interventi a livello di aggregato edilizio e del singolo edificio, file f6af1b08-d684-4611-ad89-28aadc8f9c26 5
The Knowledge Process in the Seismic Assessment of Masonry Building Aggregates – An Italian Case Study, file aeec61ea-3eed-4540-b27c-56445af8fac9 3
Fragility curves for residential unreinforced masonry buildings prone to out-of-plane mechanisms: the case of the historical center of Sora, file d28a182b-246f-4a84-bbe5-229871842a0b 3
Identification of structural damage using dynamic input-output measurements, file de2a6152-fbc9-86a2-e053-1705fe0a3017 3
A multi-stage approach for damage detection in structural systems based on flexibility, file de2a6154-1e2a-86a2-e053-1705fe0a3017 3
Natural Fibers for Out-of-Plane Strengthening Interventions of Unreinforced Masonry Buildings in Aggregate Configuration, file 3017fcdf-897a-47ee-863c-08e07a0070ed 2
Experimental shear response of RC beams reinforced by CFRP sheets: the influence of transverse steel, file de2a6152-f550-86a2-e053-1705fe0a3017 2
Role of fiber reinforced plastic sheets in shear response of reinforced concrete beams: experimental and analytical results., file de2a6152-f5c5-86a2-e053-1705fe0a3017 2
Bond Behavior of Historical Clay Bricks Strengthened with Steel Reinforced Polymers (SRP), file de2a6153-04df-86a2-e053-1705fe0a3017 2
The New York Times Building: The Role of Selected Features, file de2a6153-0bdc-86a2-e053-1705fe0a3017 2
Role of global buckling in the optimization process of grid shells: Design strategies, file de2a6153-bb5a-86a2-e053-1705fe0a3017 2
Structural Optimization of Grid Shells: Design Parameters and Combined Strategies, file de2a6153-c377-86a2-e053-1705fe0a3017 2
Numerical simulation of the de-bonding phenomenon of FRCM strengthening systems, file de2a6153-cfb9-86a2-e053-1705fe0a3017 2
Seismic risk assessment at territorial scale for Southern Lazio: a preliminary application to Cassino, file de2a6153-d86b-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
Identification of linear structural systems with a limited set of input-output measurements, file de2a6152-f6ee-86a2-e053-1705fe0a3017 1
Stiffness matrix properties for reduced order models of linear structural systems, file de2a6152-f902-86a2-e053-1705fe0a3017 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
Damage detection of a steel frame from shake table tests, file de2a6152-fb70-86a2-e053-1705fe0a3017 1
Damage detection of a steel frame subjected to ground motion, file de2a6152-fb71-86a2-e053-1705fe0a3017 1
Dynamic identification and damage detection of a RC building subjected to earthquake excitation, file de2a6152-fb72-86a2-e053-1705fe0a3017 1
Identificazione dinamica di strutture in muratura: tecniche ed indici di danno, file de2a6152-fb80-86a2-e053-1705fe0a3017 1
Damage detection of a RC building subjected to base motion: data-driven methods, file de2a6152-fbfb-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
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
Local Bond Behavior of FRCM Strengthening Systems: Some Considerations about Modeling and Response, file de2a6153-b72a-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 200
Categoria #
all - tutte 534
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 534


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202016 0 14 0 0 0 0 0 0 2 0 0 0
2020/20216 0 0 0 0 0 0 0 0 1 0 1 4
2021/20224 0 0 0 0 0 1 0 0 0 1 0 2
2022/2023125 2 3 1 14 12 17 12 4 36 2 20 2
2023/202427 1 4 1 3 4 2 0 11 1 0 0 0
Totale 200