| Nome |
# |
|
Experimental evaluation of in-plane shear behaviour of masonry walls retrofitted using conventional and innovative methods, file e398c378-b70d-179a-e053-3705fe0a4cff
|
1.780
|
|
Finite element modelling for seismic assessment of historic masonry buildings, file e398c379-67ad-179a-e053-3705fe0a4cff
|
1.444
|
|
Proposta di un metodo di calcolo per edifici in muratura sottoposti ad azioni orizzontali, file e398c379-4ae4-179a-e053-3705fe0a4cff
|
697
|
|
Prediction of compression strength of ancient mortars through in situ drilling resistance technique, file e398c37f-1e05-179a-e053-3705fe0a4cff
|
409
|
|
In-plane shear reinforcement of wood beam floors with FRP, file e398c378-8c60-179a-e053-3705fe0a4cff
|
395
|
|
Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor, file e398c379-5909-179a-e053-3705fe0a4cff
|
393
|
|
Seismic vulnerability of existing R.C. buildings: A simplified numerical model to analyse the influence of the beam-column joints collapse, file e398c37a-8e9c-179a-e053-3705fe0a4cff
|
372
|
|
Seismic vulnerability analysis for masonry hospital structures: Expeditious and detailed methods, file e398c37b-eb59-179a-e053-3705fe0a4cff
|
356
|
|
Time-History Seismic Analysis of Masonry Buildings: A Comparison between Two Non-Linear Modelling Approaches, file e398c379-14bd-179a-e053-3705fe0a4cff
|
189
|
|
The Tuscany Masonry DatabaseWebsite, file e398c380-ae7d-179a-e053-3705fe0a4cff
|
186
|
|
An Integrated Geometric and Material Survey for the Conservation of Heritage Masonry Structures, file e398c381-4ae0-179a-e053-3705fe0a4cff
|
131
|
|
Monitoring of a single point mooring in the VEGA field, file e398c379-8157-179a-e053-3705fe0a4cff
|
89
|
|
Vulnerability curves calibrated using damage data of 2013 earthquake in Lunigiana and Garfagnana (Italy), file e398c37f-4326-179a-e053-3705fe0a4cff
|
89
|
|
Verifiche di vulnerabilità sismica di edifici industriali esistenti: influenza delle scelte di analisi e modellazione, file e398c379-5a56-179a-e053-3705fe0a4cff
|
88
|
|
Nonlinear modeling for Offshore Robustness. A sensitivity study., file e398c378-e9d7-179a-e053-3705fe0a4cff
|
78
|
|
Proposal of an expeditious procedure for the seismic vulnerability analysis of masonry structures, file e398c37f-2506-179a-e053-3705fe0a4cff
|
77
|
|
Sull’impiego dell’analisi dinamica in campo non lineare per lo studio degli edifici in muratura ordinaria soggetti ad azione sismica. Il confronto con una sperimentazione al vero., file e398c378-cdb6-179a-e053-3705fe0a4cff
|
40
|
|
Comportamento sismico dei pannelli di fascia in muratura: prove sperimentali, file e398c37d-5d7a-179a-e053-3705fe0a4cff
|
38
|
|
Monitoraggio strutturale verso robustezza di piattaforme offshore a base fissa, file e398c379-72b8-179a-e053-3705fe0a4cff
|
33
|
|
Monitoring of a single point moored ship, file e398c379-9743-179a-e053-3705fe0a4cff
|
25
|
|
Uno studio numerico sul coefficiente di forma b nel criterio di rottura a taglio per fessurazione diagonale di pannelli di muratura ordinaria, file e398c378-cdb5-179a-e053-3705fe0a4cff
|
23
|
|
Dynamic Monitoring of GBS Terminal, file e398c379-81ba-179a-e053-3705fe0a4cff
|
19
|
|
Time history analysis of slender masonry towers: a simplified Bouc & Wen approach, file e398c379-5b2b-179a-e053-3705fe0a4cff
|
11
|
|
Studio sperimentale di connessioni meccaniche per pannelli di tamponamento prefabbricati in c.a., file e398c37a-600c-179a-e053-3705fe0a4cff
|
9
|
|
Seismic vulnerability of existing R.C. buildings: A simplified numerical model to analyse the influence of the beam-column joints collapse, file e398c37b-e50b-179a-e053-3705fe0a4cff
|
7
|
|
Comparative Seismic Risk Assessment of Basilica-type Churches, file e398c37c-a9e8-179a-e053-3705fe0a4cff
|
7
|
|
Vulnerability curves calibrated using damage data of 2013 earthquake in Lunigiana and Garfagnana (Italy), file e398c37e-c8f9-179a-e053-3705fe0a4cff
|
7
|
|
Out-of-plane capacity of cladding panel-to-structure connections in one-story R/C precast structures, file e398c380-281f-179a-e053-3705fe0a4cff
|
7
|
|
Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling, file e398c378-b13d-179a-e053-3705fe0a4cff
|
6
|
|
Analisi dei risultati di prove sperimentali su murature toscane, file e398c379-54fa-179a-e053-3705fe0a4cff
|
4
|
|
In-situ mechanical characterization of existing masonry typologies: a research project in Italy finalized to update the structural codes, file e398c37b-524c-179a-e053-3705fe0a4cff
|
4
|
|
null, file e398c37d-64b5-179a-e053-3705fe0a4cff
|
4
|
|
Indagini sperimentali sulla resistenza a flessione di travi, file e398c378-f892-179a-e053-3705fe0a4cff
|
3
|
|
Mechanical characterization of particular masonry panels in Tuscany, file e398c37b-4f7d-179a-e053-3705fe0a4cff
|
3
|
|
Seismic risk analysis of public hospitals in Tuscany Region - Italy, file e398c378-d566-179a-e053-3705fe0a4cff
|
2
|
|
PIATTAFORME MARINE IN ACCIAIO: UNO STUDIO SULLA ROBUSTEZZA STRUTTURALE E TOLLERANZA AL DANNO, file e398c378-ebfc-179a-e053-3705fe0a4cff
|
2
|
|
Numerical modelling and seismic assessment of the basilica of San Francesco in Arezzo, file e398c379-4e4c-179a-e053-3705fe0a4cff
|
2
|
|
A Bayesian Network for the Definitionof Probability Models for Masonry Mechanical Parameters, file e398c37b-4d09-179a-e053-3705fe0a4cff
|
2
|
|
Numerical Interpretation of Experimental Tests on Masonry Spandrels, file e398c37c-856f-179a-e053-3705fe0a4cff
|
2
|
|
Structural Dynamic Monitoring of VEGA-A platform: 30 years of data, file e398c37d-afcc-179a-e053-3705fe0a4cff
|
2
|
|
The seismic vulnerability assessment of a stone masonry building enclosed in aggregate, file e398c37e-2ce9-179a-e053-3705fe0a4cff
|
2
|
|
The seismic performance-based assessment of a masonry building enclosed in aggregate in Faro (Portugal) by means of a new target structural unit approach, file e398c37e-43e3-179a-e053-3705fe0a4cff
|
2
|
|
Calibration of vulnerability and fragility curves from moderate intensity Italian earthquake damage data, file e398c381-cb16-179a-e053-3705fe0a4cff
|
2
|
|
Effects of pinching in the hysteresis loop of rack connections, file d011043e-b1f1-4f78-bcf3-6baad129ad62
|
1
|
|
Uno studio numerico sulla resistenza a taglio per fessurazione diagonale di pannelli in muratura ordinaria., file e398c378-ea8e-179a-e053-3705fe0a4cff
|
1
|
|
Seismic Response Of Masonry Plane Walls: A Numerical Study On Spandrel StrengthAIP Conference Proceedings, file e398c378-ed52-179a-e053-3705fe0a4cff
|
1
|
|
Vulnerabilità e rischio sismico della torre Coppi-Campatelli a San Gimignano, file e398c378-fbdb-179a-e053-3705fe0a4cff
|
1
|
|
Structural analysis for the reconstruction design of the old bridge of Mostar, file e398c379-39a2-179a-e053-3705fe0a4cff
|
1
|
|
Analisi dei dissesti ed interpretazione del quadro fessurativo dell'abbazia di Farneta a Cortona, file e398c379-518f-179a-e053-3705fe0a4cff
|
1
|
|
A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano, file e398c37a-58cf-179a-e053-3705fe0a4cff
|
1
|
|
Continuous Dynamic Monitoring of Offshore Structures, file e398c37c-8b2f-179a-e053-3705fe0a4cff
|
1
|
|
Seismic vulnerability assessment of the Museum of the Vasari's House in Arezzo, file e398c37c-eebf-179a-e053-3705fe0a4cff
|
1
|
|
Data Processing Strategies for Monitoring an Offshore SPM system, file e398c37d-83e0-179a-e053-3705fe0a4cff
|
1
|
|
Long-term dynamic monitoring of offshore platform for damage assessment, file e398c37e-8828-179a-e053-3705fe0a4cff
|
1
|
|
Mechanical characterisation of Tuscany masonry typologies by in situ tests, file e398c382-0559-179a-e053-3705fe0a4cff
|
1
|
| Totale |
7.053 |