| Nome |
# |
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Rinforzo a taglio di travi in C.A. mediante incamiciature in calcestruzzo ad elevate prestazioni, file e40f7b84-0f46-afca-e053-6605fe0aeaf2
|
5.106
|
|
Modellazione di nodi trave-pilastro esterni di telai in cemento armato soggetti ad azioni cicliche, file e40f7b84-0f43-afca-e053-6605fe0aeaf2
|
2.946
|
|
Rinforzo di nodi trave-pilastro con incamiciatura in calcestruzzo fibro-rinforzato ad elevate prestazioni, file e40f7b84-0f41-afca-e053-6605fe0aeaf2
|
2.329
|
|
Seismic performance and retrofit of precast concrete grouted sleeve connections, file e40f7b84-18e2-afca-e053-6605fe0aeaf2
|
2.262
|
|
Rinforzo di nodi trave-pilastro d’angolo con incamiciatura in calcestruzzo fibro-rinforzato ad elevate prestazioni, file e40f7b84-2c34-afca-e053-6605fe0aeaf2
|
1.999
|
|
Miglioramento e adeguamento sismico di edifici industriali: valutazione degli interventi e applicazione a un caso studio, file e40f7b84-41f2-afca-e053-6605fe0aeaf2
|
1.696
|
|
Progettazione di strutture prefabbricate monopiano, file e40f7b84-31c0-afca-e053-6605fe0aeaf2
|
1.455
|
|
Seismic performance of precast industrial facilities following major earthquakes in the Italian territory, file e40f7b89-fdba-afca-e053-6605fe0aeaf2
|
1.447
|
|
Shear strengthening of RC beams with high performance jacket, file e40f7b84-0fc0-afca-e053-6605fe0aeaf2
|
1.151
|
|
Rinforzo di Nodi Trave-Pilastro d’Angolo di Strutture a Telaio in C.A. con Incamiciatura in HPFRC, file e40f7b84-3b9f-afca-e053-6605fe0aeaf2
|
1.128
|
|
Beam-Column Joint Retrofitting With High Performance Fiber Reinforced Concrete Jacketing, file e40f7b84-0f3f-afca-e053-6605fe0aeaf2
|
966
|
|
Strutture prefabbricate: moderni sistemi di protezione antisismica, file e40f7b84-0fd0-afca-e053-6605fe0aeaf2
|
786
|
|
Seismic performance of ductile connections between precast beams and roof elements, file e40f7b84-33ec-afca-e053-6605fe0aeaf2
|
566
|
|
Diagrid structures as innovative retrofit solutions for existing Reinforced Concrete buildings, file e40f7b88-5e05-afca-e053-6605fe0aeaf2
|
500
|
|
Wood Beton ARIA: a new wood-concrete structural wall: seismic performances, file e40f7b84-2e74-afca-e053-6605fe0aeaf2
|
487
|
|
Combining seismic retrofit with energy refurbishment for the sustainable renovation of RC buildings: a proof of concept, file e40f7b89-bbb8-afca-e053-6605fe0aeaf2
|
473
|
|
Retrofitting of beam-column exterior joint with HPFRC jacketing, file e40f7b84-0f44-afca-e053-6605fe0aeaf2
|
414
|
|
Design spectra for the preliminary design of elastic seismic retrofit solution from the outside, file e40f7b88-dc74-afca-e053-6605fe0aeaf2
|
368
|
|
A Novel Framework to Include P-Δ Effects in Displacement-Based Seismic Assessment, file e40f7b85-ca59-afca-e053-6605fe0aeaf2
|
316
|
|
Simplified building models as advanced seismic screening tools for steel industrial buildings, file e40f7b86-6986-afca-e053-6605fe0aeaf2
|
275
|
|
The Influence of Overhead Cranes in the Seismic Performance of Industrial Buildings, file e40f7b86-fe8c-afca-e053-6605fe0aeaf2
|
272
|
|
Effects of modelling assumption in the local seismic response evaluation of RC precast industrial buildings, file e40f7b88-ec99-afca-e053-6605fe0aeaf2
|
263
|
|
Connessioni Prefabbricate Trave-Pilastro, Confronto tra soluzioni tradizionali a secco, emulative del c.a. gettato in opera e di nuova concezione, file e40f7b84-25bc-afca-e053-6605fe0aeaf2
|
257
|
|
Renovating the existing building stock: a life cycle thinking design approach, file e40f7b87-bc4f-afca-e053-6605fe0aeaf2
|
243
|
|
Diagrid solutions for a sustainable seismic, energy, and architectural upgrade of European RC buildings, file e40f7b85-d8e8-afca-e053-6605fe0aeaf2
|
234
|
|
Experimental study on injected anchors for the seismic retrofit of historical masonry buildings, file e40f7b89-bf84-afca-e053-6605fe0aeaf2
|
227
|
|
Horizontal cladding panels: in-plane seismic performance in precast concrete buildings, file e40f7b85-cafd-afca-e053-6605fe0aeaf2
|
226
|
|
Integrated Deep Renovation of Existing Buildings with Prefabricated Shell Exoskeleton, file e40f7b8a-8fa2-afca-e053-6605fe0aeaf2
|
226
|
|
Influence of modelling assumptions in the expected loss evaluation of a precast industrial building, file e40f7b86-84b0-afca-e053-6605fe0aeaf2
|
222
|
|
Application of low-invasive techniques and incremental seismic rehabilitation to increase the feasibility and cost-effectiveness of seismic interventions, file e40f7b88-47f8-afca-e053-6605fe0aeaf2
|
221
|
|
Technology options for earthquake resistant, eco-efficient buildings in Europe: Research need, file e40f7b84-3475-afca-e053-6605fe0aeaf2
|
206
|
|
An application of high performance jacketing for the shear strengthening of RC beams, file e40f7b84-3326-afca-e053-6605fe0aeaf2
|
173
|
|
Demolition-and-Reconstruction or Renovation? Towards a Protocol for the Assessment of the Residual Life of Existing RC Buildings, file e40f7b88-c543-afca-e053-6605fe0aeaf2
|
164
|
|
Corroded RC columns repair and strengthening with high performance fiber reinforced concrete jacket, file e40f7b8a-293d-afca-e053-6605fe0aeaf2
|
163
|
|
Influence of Modelling Assumptions on the Seismic Risk of Industrial Precast Concrete Structures, file e40f7b89-abd5-afca-e053-6605fe0aeaf2
|
145
|
|
Evaluation of out-of-plane seismic performance of column-to-column precast concrete cladding panels in one-storey industrial buildings, file e40f7b89-cdab-afca-e053-6605fe0aeaf2
|
145
|
|
Influenza del carroponte nella risposta sismica di edifici industriali, file e40f7b85-d8ea-afca-e053-6605fe0aeaf2
|
142
|
|
Dissipating and re-centring devices for portal-frame precast structures, file e40f7b86-7b3e-afca-e053-6605fe0aeaf2
|
135
|
|
Crescent-Moon Beam-To-Column Connection for Precast Industrial Buildings, file e40f7b89-accb-afca-e053-6605fe0aeaf2
|
130
|
|
Displacement-Based Seismic Assessment for Precast Concrete Frames with Non-Emulative Connections, file e40f7b87-bc4b-afca-e053-6605fe0aeaf2
|
129
|
|
The impact of earthquakes on the life cycle carbon footprint of existing buildings, file e40f7b85-d6db-afca-e053-6605fe0aeaf2
|
115
|
|
Autogenous and drying shrinkage of mortars based on Portland and calcium sulfoaluminate cements, file e40f7b89-be72-afca-e053-6605fe0aeaf2
|
102
|
|
Sovra-sollecitazioni nelle connessioni di pannelli prefabbricati per effetto degli spostamenti nel fuori piano, file e40f7b87-b5f3-afca-e053-6605fe0aeaf2
|
97
|
|
Shrinkage and creep of high-performance concrete based on calcium sulfoaluminate cement, file e40f7b8a-1d33-afca-e053-6605fe0aeaf2
|
85
|
|
Lightweight extrados restraining elements for the anti-seismic retrofit of single leaf vaults, file e40f7b86-185c-afca-e053-6605fe0aeaf2
|
83
|
|
Displacement-Based Simplified Seismic Loss Assessment of Italian Precast Buildings, file e40f7b89-84ea-afca-e053-6605fe0aeaf2
|
79
|
|
Modelling and Seismic Response Analysis of Non-residential Single-storey Existing Precast Buildings in Italy, file e40f7b8b-05b7-afca-e053-6605fe0aeaf2
|
75
|
|
Sustainable restoration of post-wwii european reinforced concrete buildings, file e40f7b85-cfec-afca-e053-6605fe0aeaf2
|
69
|
|
Seismic damage and loss evaluation in precast industrial buildings through low-cost accelerometers, file 17079d5f-c324-40d3-a536-7c0b66f24b70
|
55
|
|
Hinged-wall solutions for the structural strengthening of existing RC buildings, file e40f7b85-d293-afca-e053-6605fe0aeaf2
|
55
|
|
Re-centering and dissipative connections for pinned-frame precast structures, file e40f7b85-d6dd-afca-e053-6605fe0aeaf2
|
39
|
|
Iso-performance retrofit solutions adopting a Life Cycle Thinking approach, file 1507566d-8e90-4a89-b060-afc33c9b6dbd
|
37
|
|
Damage identification after seismic events through damage indexes, file 9814dc9a-0be9-4f27-99b2-ed460eab8339
|
37
|
|
Finite Element Modeling of “Rocking Walls", file 214573d5-6e18-4546-93f1-e61c2829252b
|
35
|
|
From in-situ corrosion detection to structural evaluation: a simplified protocol for the assessment of existing RC structures, file 2a9ebdc3-6d96-434a-9312-c9ca3f499182
|
32
|
|
Seismic Risk and Finite Element Modelling Influence of an Existing One-Storey Precast Industrial Building, file d8f9b80c-6352-4853-9444-43c81ae84211
|
21
|
|
Nodo sismico “GL LOCATELLI” per elementi prefabbricati, file e40f7b84-5ec6-afca-e053-6605fe0aeaf2
|
10
|
|
Studio sperimentale del comportamento del sistema "eiseko fly system" per la realizzazione di nodi trave-pilastro per strutture prefabbricate, file e40f7b84-4842-afca-e053-6605fe0aeaf2
|
8
|
|
Tecniche innovative per il miglioramento sismico di edifici prefabbricati, file e40f7b84-6199-afca-e053-6605fe0aeaf2
|
6
|
|
Chiesa di Santa Maria degli Angeli a Civita di Bagno, file e40f7b85-c66e-afca-e053-6605fe0aeaf2
|
6
|
|
Seismic Risk and Finite Element Modelling Influence of an Existing One-Storey Precast Industrial Building, file 9736c377-07bd-4e5b-946b-151d92f1278e
|
5
|
|
Esempi di Intervento su Edifici Prefabbricati, file e40f7b84-5eca-afca-e053-6605fe0aeaf2
|
5
|
|
HPFRC Jacketing of Perimetral and Highly Stressed RC Columns, file e40f7b85-dc96-afca-e053-6605fe0aeaf2
|
5
|
|
Corner beam-column joints seismic retrofitting with high performance fiber-reinforced concrete jacketing, file e40f7b84-2bbe-afca-e053-6605fe0aeaf2
|
4
|
|
A model for beam–column corner joints of existing RC frame subjected to cyclic loading, file e40f7b84-5048-afca-e053-6605fe0aeaf2
|
4
|
|
Existing structures connected with dampers: state of the art and future developments, file e40f7b84-52dc-afca-e053-6605fe0aeaf2
|
4
|
|
Cyclic behaviour of R.C. column with corroded reinforcement repaired with HPFRC jacket, file e40f7b86-337d-afca-e053-6605fe0aeaf2
|
4
|
|
Mechanical performances of sulpho-based rapid hardening concrete, file e40f7b87-4a91-afca-e053-6605fe0aeaf2
|
4
|
|
Valutazione dello stato di salute di edifici a seguito di terremoti: considerazioni preliminari su indici di danno e accelerometri MEMS, file e40f7b88-e175-afca-e053-6605fe0aeaf2
|
4
|
|
Valutazione semplificata dell'interazione piano – fuori piano di tamponamenti in laterizio in edifici di nuova costruzione, file e40f7b88-ee93-afca-e053-6605fe0aeaf2
|
4
|
|
Investigation on the Use of SAR Data at the Building Scale, file e40f7b89-b0a4-afca-e053-6605fe0aeaf2
|
4
|
|
Influence of Cladding Panels Retrofit on the Seismic Risk of an Existing Precast Building, file 3b9714cd-e4c8-46a2-87ec-13ef8160de96
|
3
|
|
Riqualificazione Integrata con esoscheletro in acciaio: applicazione a un edificio esistente, file 92aa8b5b-7ba1-4bbe-a8ae-5008cf91e14e
|
3
|
|
Preliminary structural assessment of a corroded RC beam in a Maillart bridge, file a4591b54-5652-4962-8ede-70bb8c5046b5
|
3
|
|
Modelling of exterior beam to column joint in ’60-70s RC existing buildings, file e40f7b84-2b27-afca-e053-6605fe0aeaf2
|
3
|
|
Pre-cast concrete buildings, file e40f7b84-515c-afca-e053-6605fe0aeaf2
|
3
|
|
Dissipating and re-centring devices for portal-frame precast structures, file e40f7b86-80c2-afca-e053-6605fe0aeaf2
|
3
|
|
Evaluation of out-of-plane seismic performance of column-to-column precast concrete cladding panels in one-storey industrial buildings, file e40f7b86-8517-afca-e053-6605fe0aeaf2
|
3
|
|
Displacement-Based Seismic Assessment for Precast Concrete Frames with Non-Emulative Connections, file e40f7b87-bc4a-afca-e053-6605fe0aeaf2
|
3
|
|
Retrofit of existing RC buildings with diagrids adopting a holistic- sustainable design framework, file e40f7b88-12dd-afca-e053-6605fe0aeaf2
|
3
|
|
Critical analysis of the models for the residual life evaluation of existing RC buildings., file e40f7b88-5eda-afca-e053-6605fe0aeaf2
|
3
|
|
Influence of the connections between the existing building and the strengthening exoskeleton, file e40f7b8a-c783-afca-e053-6605fe0aeaf2
|
3
|
|
From in-situ corrosion detection to structural evaluation: a simplified protocol for the assessment of existing RC structures, file 58fd9bac-e69c-4f30-a3de-509339511b97
|
2
|
|
Life cycle structural performances of RC structures for different Corrosion Risk Scenarios, file ba67448f-70f8-46ab-88f0-14c8a4db4fc9
|
2
|
|
Seismic behaviour of precast column-to-foundation grouted sleeve connections, file c89f6d02-954a-47d2-bb70-847c195da318
|
2
|
|
Cyclic Performance of a Precast Beam-Panel Joint Device, file cbf5dcae-7dbb-4794-b379-d7e8c5d56b20
|
2
|
|
Design aids for rectangular reinforced concrete sections under combined bending and axial forces, file d3f74595-aac6-42a8-b2e8-7e117a415910
|
2
|
|
Corner beam-column joints retrofitting with HPFRC jacketing, file e40f7b84-2bac-afca-e053-6605fe0aeaf2
|
2
|
|
Displacement based assessment for precast concrete structures: application to a three story plane frame, file e40f7b84-30b5-afca-e053-6605fe0aeaf2
|
2
|
|
External R.C. structural walls for the repair of earthquake damaged buildings, file e40f7b84-33e7-afca-e053-6605fe0aeaf2
|
2
|
|
P-Delta effects in displacement based assessment of R.C. hinged frames, file e40f7b84-3adc-afca-e053-6605fe0aeaf2
|
2
|
|
Injected Anchors For The Seismic Retrofit Of Historical Masonry Buildings: Experimental Study On Brick Masonry, file e40f7b84-52a1-afca-e053-6605fe0aeaf2
|
2
|
|
Durability and Sustainability of Concrete Structures- Workshop Proceedings, file e40f7b85-1199-afca-e053-6605fe0aeaf2
|
2
|
|
A Novel Framework to Include P-Δ Effects in Displacement-Based Seismic Assessment, file e40f7b85-c6e4-afca-e053-6605fe0aeaf2
|
2
|
|
Horizontal cladding panels: in-plane seismic performance in precast concrete buildings, file e40f7b85-cafc-afca-e053-6605fe0aeaf2
|
2
|
|
San Giovanni Battista church: Operational modal analysis after injected anchors strengthening, file e40f7b85-d881-afca-e053-6605fe0aeaf2
|
2
|
|
Combining seismic retrofit with energy refurbishment for the sustainable renovation of RC buildings: a proof of concept, file e40f7b86-84d6-afca-e053-6605fe0aeaf2
|
2
|
|
Il nuovo volto del porto di Rijeka, file e40f7b87-e3c0-afca-e053-6605fe0aeaf2
|
2
|
|
Riqualificazione integrata con esoscheletro in ottica lyfe cycle thinking: applicazione a un edificio esistente, file e40f7b88-ee9d-afca-e053-6605fe0aeaf2
|
2
|
|
Esoscheletri tipo diagrid per la riqualificazione degli edifici esistenti in ottica life cycle, file e40f7b88-ee9f-afca-e053-6605fe0aeaf2
|
2
|
| Totale |
31.755 |