IRIS
CALDERINI, CHIARA
 Distribuzione geografica
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Continente #
EU - Europa 12.413
AS - Asia 13
SA - Sud America 3
NA - Nord America 1
Totale 12.430
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Nazione #
IT - Italia 12.413
CN - Cina 8
SG - Singapore 3
BR - Brasile 2
IQ - Iraq 1
PY - Paraguay 1
US - Stati Uniti d'America 1
VN - Vietnam 1
Totale 12.430
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Città #
Genova 6.267
Genoa 3.763
Rapallo 1.277
Vado Ligure 1.067
Bordighera 31
Beijing 4
San Bartolomeo al Mare 4
Savona 3
Singapore 3
Ashburn 1
Asunción 1
Curitiba 1
Elesbão Veloso 1
Ho Chi Minh City 1
Najaf 1
Totale 12.425
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Nome #
3D Digital Survey of Iron Tie-Rods in Masonry Buildings: Cross-Sections Analysis and Error Estimation 184
A new demountable seismic-resistant joint to improve industrial building reparability 160
In-plane seismic response of unreinforced masonry walls: comparison between detailed and equivalent frame models 157
Perpetuate project: the proposal of a performance-based approach to earthquake protection of cultural heritage 151
Mechanical and metallographic characterization of iron tie-rods in masonry buildings: an experimental study 144
In-plane shear tests on masonry panels with plaster: correlation of structural damage and damage on artistic assets 143
Classification of cultural heritage assets and seismic damage variables for the identification of performance levels 138
Catene metalliche negli edifici storici in muratura. Primi risultati di una ricerca in corso 138
The use of the diagonal compression test to identify the shear mechanical parameters of masonry 136
In-plane strength of unreinforced masonry piers 135
Experimental testing of the seismic in-plane displacement capacity of masonry cross vaults through a scale model 135
The re-use of disassembled steel structures between architectural design and environmental sustainability 132
Three-Dimensional Limit Analysis of the Vicoforte Elliptical Dome 131
The debate on the strengthening of two slender masonry structures in early XX century: a contribution to the history of wind engineering 130
Seismic response of masonry vaulted structures: experimental and numerical modelling 129
NUMERICAL INVESTIGATIONS ON THE SEISMIC BEHAVIOUR OF CONFINED MASONRY WALLS 128
Structural behaviour of masonry vaulted staircases using limit analysis: the case study of the bell tower of Santa Maria delle Vigne 126
A micromechanical damage model for complex masonry structures 124
PERPETUATE Project: the proposal of a performance-based approach to earthquake protection of cultural heritage 123
Sustainable Structural Design: Comprehensive Literature Review 123
Material savings through structural steel reuse: A case study in Genoa 121
Shaking table tests of an arch-pillars system and design of strengthening by the use of tie-rods 120
PERPETUATE Project: the proposal of a performance-based approach to earthquake protection of cultural heritage 117
Experimental Characterization of Ancient Metal Tie-Rods in Historic Masonry Buildings 116
Perpetuate project: the proposal of a performance-based approach to earthquake protection of cultural heritage 114
The dynamical identification of the tensile force in ancient tie-rods 113
An innovative reusable modular system for steel truss structures: Technical features, environmental impacts and architectural applications 113
Tilting plane tests on a small-scale masonry cross vault: Experimental results and numerical simulations through a heterogeneous approach 113
The behaviour of St. Agostino church during 6th April 2009 earhquake in L'Aquila: vulnerability and damage assessment 113
A micromechanical inelastic model for historical masonry 112
Giunto trave-colonna 112
Applicazione della metodologia LCA a un caso studio di struttura monopiano. LCA comparativa di strutture monopiano a partire da un caso studio con sistema NPS® 111
Continuum model for in-plane anisotropic inelastic behavior of masonry 110
A micromechanical damage model for masonry structures 110
Probabilistic approach to Life Cycle Analysis of structures including earthquake effects: first discussion on a case study 110
High resilience prefabricated systems for the industrial buildings in seismic areas 109
Identification of shear mechanical parameters of masonry piers from diagonal compression test 108
The effect of the masonry pattern of the global behaviour of vaults 105
Pre-existing damages and chronological time-step analyses of historical masonry buildings 105
The use of earth as a reconstruction material: a case study in Italy. 105
A New Demountable Seismic-Resistant Joint To Improve Industrial Building Reparability 102
Diagonal compression tests on stone masonry panels: Experimental results and analytical interpretations 101
Relative displacements of 3D optical markers for deformations and crack monitoring of a masonry structure under shaking table tests 101
2016-2017 Central Italy Earthquake: Seismic Assessment of "Pietro Capuzi" School in Visso (Marche) 100
Applicazione della metodologia LCA a un caso studio di struttura multipiano 99
Numerical and experimental analysis of an in-scale masonry cross-vault prototype up to failure 98
Coupled Deformation and Structural Analysis for the Damage Assessment of Cultural Heritage Buildings: The Case of a Masonry Church Exposed to Slow-Moving Landslides 97
Che cosa è stato fatto a L’Aquila 97
Damage to churches in the 2016 central Italy earthquakes 97
Structural framework evolution from the 17th to 20th century in the Genoa’s Republic shipyard. Architectural archaeology investigates the layers of the structure 96
Interactions between structural cracks and plaster damage: an experimental campaign on masonry panels 95
Steel structures sustainability: steel reuse without melting 94
Collapse of masonry arches under seismic loads: static tests on a scale model 94
Experimental and Numerical Analysis of Seismic Response of Unreinforced Masonry Cross Vaults 94
Use of the reinforced concrete in the preservation of historical buildings: conceptions and misconceptions in the early 20th century 93
Large displacement analysis of dry-joint masonry arches subject to inclined support movements 93
Seismic assessment of masonry cross vaults through numerical nonlinear static and dynamic analysis 92
The monumental bridge of Monte Carmelo (Italy): strategies for the historical and architectonical preservation 91
Seismic behaviour of masonry arches with tie-rods: dynamic tests on a scale model 91
Modeling strategies for the world's largest elliptical dome at Vicoforte 90
Il dibattito sul consolidamento della cupola di San Gaudenzio a Novara (1931-1945): un contributo alla storia della dinamica delle costruzioni in Italia 90
Arte del costruire sotto esame 89
Vulnerability and seismic response of school buildings: lessons from the 2016 Central Italy event 89
Effect of slow-moving landslides on a vaulted masonry building: The case of San Carlo Borromeo church in Cassingheno (Genova) 87
Monitoring and modeling strategies for the world’s largest elliptical dome at Vicoforte 87
OVERALL STRENGTH CRITERIA OF MASONRY SHEAR PIERS: DISCUSSION AND VALIDATION OF LITERATURE MODELS 86
Non linear modeling of masonry structures under cyclic loads 85
Protecting the cultural heritage fromn water-soil interaction related threats: an integrated project 84
Nonlinear modeling of unreinforced masonry structures under seismic actions: validation using a building hit by the 2016 Central Italy earthquake 83
Non-linear modelling of the elliptical dome of the Sanctuary at Vicoforte 83
Structural assessment, testing, rehabilitation and monitoring strategies for the world’s largest elliptical dome and Sanctuary at Vicoforte 82
Damage Assessment of Historic Masonry Churches Exposed to Slow-moving Landslides 82
A case study of preliminary damage detection of two heritage vaults through geometric deformation analysis on 3D point clouds 81
Parole ancora vive 81
Cultura e tecnica del cemento armato nel restauro dei monumenti in Italia (1900-1945) 81
Reversible steel joint for seismic-resistant structures 81
Imparare dai terremoti 78
Rinascita in terra cruda 77
NOVEL REVERSIBLE SEISMIC-RESISTANT JOINT FOR SUSTAINABLE AND DECONSTRUCTABLE STEEL STRUCTURES 77
L'università e la ricerca per l'Abruzzo. Il patrimonio culturale dopo il terremoto del 6 aprile 2009 76
Archeologia dell’architettura e diagnosi del dissesto per una conoscenza integrata: il caso del Castello Doria-Malaspina di Calice al Cornoviglio (SP) 75
Che cos’è l’archeologia dell’architettura? 74
Structural analysis of masonry vaulted staircases through rigid block limit analysis 74
Monumenti e terremoto 73
The debate on the strengthening of San Gaudenzio dome in Novara (1931-1945): a contribution to the history of wind engineering 73
Shaking Table Testing of an Unstrengthened and Strengthened with Textile Reinforced Mortar (TRM) Full-Scale Masonry Cross Vault 71
L'ingegneria e le costruzioni storiche in Italia. Parte I: Sicurezza e progetto degli interventi di consolidamento 71
Damage detection of masonry structures under shaking table tests through relative displacements by 3D optical markers 71
Controllo a distanza per fessure e rotazioni 70
Design of a reversible steel joint for resilient and sustainable structures 70
Che cosa sappiamo del pericolo: Ezio Faccioli sull’Eurocodice 8 70
A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads 70
Dopo il terremoto, un rilievo a tappeto 69
I terremoti: un rischio calcolato 69
Historic metal tie-rods 68
Seismic analysis of a masonry cross vault through shaking table tests: the case study of the Dey Mosque in Algiers 68
I monumenti e le promesse non mantenute del G8 67
Perché non si fa manutenzione? Sei ragioni 67
La valutazione di impatto ambientale delle strutture mediante LCA 67
Il problema della messa in sicurezza dei Beni Monumentali 66
Totale 9.981
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Categoria #
all - tutte 45.152
article - articoli 24.936
book - libri 0
conference - conferenze 17.742
curatela - curatele 766
other - altro 443
patent - brevetti 344
selected - selezionate 0
volume - volumi 921
Totale 90.304
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021490 0 0 0 53 53 76 27 53 80 58 48 42
2021/20221.423 40 129 66 178 63 73 95 367 73 120 32 187
2022/20231.606 142 92 45 149 195 252 29 136 260 26 236 44
2023/2024920 38 133 33 116 76 153 26 91 55 22 59 118
2024/20252.583 47 210 147 162 300 282 203 382 129 131 273 317
2025/20261.143 547 111 203 282 0 0 0 0 0 0 0 0
Totale 12.714