| Nome |
# |
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Computational issues of hinged walls used as retrofitting of existing RC frames, file e40f7b88-d29f-afca-e053-6605fe0aeaf2
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550
|
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Diagrid structures as innovative retrofit solutions for existing Reinforced Concrete buildings, file e40f7b88-5e05-afca-e053-6605fe0aeaf2
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500
|
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Combining seismic retrofit with energy refurbishment for the sustainable renovation of RC buildings: a proof of concept, file e40f7b89-bbb8-afca-e053-6605fe0aeaf2
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473
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Sistemi a esoscheletro adattivo per la resilienza dell’ambiente costruito = Adaptive exoskeleton systems for the resilience of the built environment, file e40f7b88-4118-afca-e053-6605fe0aeaf2
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414
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Design spectra for the preliminary design of elastic seismic retrofit solution from the outside, file e40f7b88-dc74-afca-e053-6605fe0aeaf2
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368
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Problems of roofing of Early Minoan Tholos Tombs: the case of Kamilari A tholos tomb in the western Mesara plain, file e40f7b86-3799-afca-e053-6605fe0aeaf2
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322
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A Novel Framework to Include P-Δ Effects in Displacement-Based Seismic Assessment, file e40f7b85-ca59-afca-e053-6605fe0aeaf2
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316
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Design of diagrid exoskeletons for the retrofit of existing RC buildings, file e40f7b89-8074-afca-e053-6605fe0aeaf2
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292
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Simplified building models as advanced seismic screening tools for steel industrial buildings, file e40f7b86-6986-afca-e053-6605fe0aeaf2
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275
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The Influence of Overhead Cranes in the Seismic Performance of Industrial Buildings, file e40f7b86-fe8c-afca-e053-6605fe0aeaf2
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272
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Life Cycle Thinking per la riqualificazione olistica e sostenibile del patrimonio edilizio esistente, file 1526f32e-0eb0-411b-9d70-ab6d3e5862e7
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264
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Renovating the existing building stock: a life cycle thinking design approach, file e40f7b87-bc4f-afca-e053-6605fe0aeaf2
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243
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Diagrid solutions for a sustainable seismic, energy, and architectural upgrade of European RC buildings, file e40f7b85-d8e8-afca-e053-6605fe0aeaf2
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234
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Horizontal cladding panels: in-plane seismic performance in precast concrete buildings, file e40f7b85-cafd-afca-e053-6605fe0aeaf2
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226
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Integrated Deep Renovation of Existing Buildings with Prefabricated Shell Exoskeleton, file e40f7b8a-8fa2-afca-e053-6605fe0aeaf2
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226
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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
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223
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Influence of modelling assumptions in the expected loss evaluation of a precast industrial building, file e40f7b86-84b0-afca-e053-6605fe0aeaf2
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222
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Effetti del rischio sismico sulla sostenibilità ambientale degli interventi di recupero energetico, file e40f7b85-cd49-afca-e053-6605fe0aeaf2
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221
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Technology options for earthquake resistant, eco-efficient buildings in Europe: Research need, file e40f7b84-3475-afca-e053-6605fe0aeaf2
|
206
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Does seismic risk affect the environmental impact of existing buildings?, file e40f7b85-c6e7-afca-e053-6605fe0aeaf2
|
194
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A Multi-Step Design Framework Based on Life Cycle Thinking for the Holistic Renovation of the Existing Buildings Stock, file e40f7b88-c541-afca-e053-6605fe0aeaf2
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183
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Incremental Integrated Holistic Rehabilitation: A New Concept to Boost a Deep Renovation of the Existing Building Stock, file e40f7b88-6826-afca-e053-6605fe0aeaf2
|
180
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Probabilistic Life-Cycle Assessment of Service Life Extension on Renovated Buildings under Seismic Hazard, file e40f7b89-0e27-afca-e053-6605fe0aeaf2
|
173
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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
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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
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Influenza del carroponte nella risposta sismica di edifici industriali, file e40f7b85-d8ea-afca-e053-6605fe0aeaf2
|
143
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Dissipating and re-centring devices for portal-frame precast structures, file e40f7b86-7b3e-afca-e053-6605fe0aeaf2
|
135
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Design of the seismic retrofit of a school in accordance to a life cycle thinking approach, file e40f7b87-bc4d-afca-e053-6605fe0aeaf2
|
127
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Redefining the concept of sustainable renovation of buildings: State of the art and an LCT-based design framework, file e40f7b89-55f0-afca-e053-6605fe0aeaf2
|
124
|
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The impact of earthquakes on the life cycle carbon footprint of existing buildings, file e40f7b85-d6db-afca-e053-6605fe0aeaf2
|
115
|
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Overview of seismic and energy retrofit technologies for existing buildings, file 70e0cfa2-9007-4824-bdfb-377c14ca3a38
|
108
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In-plane capacity of existing post-WWII beam-and-clay block floor systems, file e40f7b8a-c35a-afca-e053-6605fe0aeaf2
|
105
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Vulnerability to Flash Floods: A Simplified Structural Model for Masonry Buildings, file e40f7b89-fe20-afca-e053-6605fe0aeaf2
|
101
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Sovra-sollecitazioni nelle connessioni di pannelli prefabbricati per effetto degli spostamenti nel fuori piano, file e40f7b87-b5f3-afca-e053-6605fe0aeaf2
|
97
|
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The LCT Challenge: Defining New Design Objectives to Increase the Sustainability of Building Retrofit Interventions, file edab130a-26a2-4193-b393-9777d52d002b
|
88
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Preliminary considerations on the loss of support for precast beam elements, file e40f7b8a-c76f-afca-e053-6605fe0aeaf2
|
85
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Lightweight extrados restraining elements for the anti-seismic retrofit of single leaf vaults, file e40f7b86-185c-afca-e053-6605fe0aeaf2
|
83
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Displacement-Based Simplified Seismic Loss Assessment of Italian Precast Buildings, file e40f7b89-84ea-afca-e053-6605fe0aeaf2
|
79
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Dowel connections securing roof-diaphragms to perimeter walls in historic masonry buildings and in-field testing for capacity assessment, file e40f7b87-d686-afca-e053-6605fe0aeaf2
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77
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Thin-folded shell for the renewal of existing wooden roofs, file e40f7b8a-516c-afca-e053-6605fe0aeaf2
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77
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Toward the definition of equivalent damage parameters for the assessment of corroded RC structures, file 27f79346-4da6-4e90-9456-c4dfa276391b
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71
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Sustainable restoration of post-wwii european reinforced concrete buildings, file e40f7b85-cfec-afca-e053-6605fe0aeaf2
|
69
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Lightweight cement-free alkali-activated slag plaster for the structural retrofit and energy upgrading of poor quality masonry walls, file e40f7b8a-1059-afca-e053-6605fe0aeaf2
|
68
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DEMSA Protocol: Deterioration Effect Modelling for Structural Assessment of RC Buildings, file e40f7b8b-547e-afca-e053-6605fe0aeaf2
|
67
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Pin-supported walls as seismic retrofit for existing RC frames: feasibility and preliminary design, file e40f7b8b-68e4-afca-e053-6605fe0aeaf2
|
60
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Seismic damage and loss evaluation in precast industrial buildings through low-cost accelerometers, file 17079d5f-c324-40d3-a536-7c0b66f24b70
|
57
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Hinged-wall solutions for the structural strengthening of existing RC buildings, file e40f7b85-d293-afca-e053-6605fe0aeaf2
|
55
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Life cycle perspective in RC building integrated renovation, file 4b66f09e-c060-4cf8-90fe-ea91cba59206
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53
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The Role of Life Cycle Structural Engineering in the Transition towards a Sustainable Building Renovation: Available Tools and Research Needs, file 3ad41970-c887-4819-8df6-9a4c25c66560
|
52
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Application of CLT prefabricated exoskeleton for an integrated renovation of existing buildings and continuous structural monitoring, file 1edc29cd-591c-4314-bc2d-9a5fa49b111c
|
51
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Vulnerability to floods: a simplified model for exposed buildings, file e40f7b88-5e00-afca-e053-6605fe0aeaf2
|
51
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Dynamic instability of axially loaded elements: General considerations and seismic loading, file e40f7b89-02ca-afca-e053-6605fe0aeaf2
|
51
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Loss of support assessment for precast portal frames with friction connections and masonry infills, file 62ee21ed-b120-41b6-b6b0-76fab0209c06
|
48
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Vulnerability to floods: a simplified model for exposed buildings, file e40f7b88-5e01-afca-e053-6605fe0aeaf2
|
40
|
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Preliminary considerations on the selective weakening of RC columns through rocking systems, file 4cab21e5-0784-4988-bfd2-ffaeb90feea6
|
39
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Re-centering and dissipative connections for pinned-frame precast structures, file e40f7b85-d6dd-afca-e053-6605fe0aeaf2
|
39
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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
|
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Usability and damage assessment of public buildings and churches after the 2016 Central Italy earthquake: the ReLUIS experience, file a41d42a1-67d7-4406-9e3d-ad89503d1c2e
|
34
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Pin-supported walls as seismic retrofit for existing RC frames: performance improvement through link removal, file 5eaa9128-cae5-46a5-84c3-a9dd2b455cb0
|
33
|
|
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
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Effects of the In-Plane Flexural Behavior Modeling Choices for Hollow Clay Masonry Brickwork with Horizontal Holes, file 97c6de79-b7a4-4830-9b9f-5b32c12e13c8
|
29
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Il ruolo critico dei diaframmi di piano negli interventi di adeguamento sismico condotti dall’esterno, file e40f7b88-ee99-afca-e053-6605fe0aeaf2
|
13
|
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Potenzialità applicative di pannelli in acciaio sagomato a freddo con macro-fori per la riqualificazione integrata di edifici esistenti, file 3da8fd94-c41e-4672-9e96-2966f423ff0c
|
5
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Existing structures connected with dampers: state of the art and future developments, file e40f7b84-52dc-afca-e053-6605fe0aeaf2
|
4
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Valutazione semplificata dell'interazione piano – fuori piano di tamponamenti in laterizio in edifici di nuova costruzione, file e40f7b88-ee93-afca-e053-6605fe0aeaf2
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4
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Riabilitazione incrementale nella riqualificazione integrata di edifici esistenti: approccio metodologico e applicazione a un caso studi, file e40f7b88-ee95-afca-e053-6605fe0aeaf2
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4
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Miglioramento strutturale ed energetico di edifici in muratura. Studio di intonaci armati termoisolanti privi di cemento, file e40f7b89-1f96-afca-e053-6605fe0aeaf2
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4
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Investigation on the Use of SAR Data at the Building Scale, file e40f7b89-b0a4-afca-e053-6605fe0aeaf2
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4
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Riqualificazione Integrata con esoscheletro in acciaio: applicazione a un edificio esistente, file 92aa8b5b-7ba1-4bbe-a8ae-5008cf91e14e
|
3
|
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Influence of the infill panels on the loss of beam to column support, file a9e3ab2e-80ed-4f8e-9d56-f03f11cede98
|
3
|
|
Does seismic risk affect the environmental impact of existing buildings?, file e40f7b85-c6e6-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
|
|
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
|
|
Lightweight cement-free alkali-activated slag plaster for the structural retrofit and energy upgrading of poor quality masonry walls, file e40f7b88-df80-afca-e053-6605fe0aeaf2
|
3
|
|
Dynamic instability of axially loaded elements: General considerations and seismic loading, file e40f7b89-02c9-afca-e053-6605fe0aeaf2
|
3
|
|
Influence of the connections between the existing building and the strengthening exoskeleton, file e40f7b8a-c783-afca-e053-6605fe0aeaf2
|
3
|
|
Extrados strengthening of single-leaf vaults against seismic actions, file e40f7b8b-0c62-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
|
|
The role of capacity and flexibility of floor diaphragms in the seismic retrofit of existing RC buildings, file bd99476c-de53-49f3-8cd1-c709f9fe8920
|
2
|
|
Example of the benefits of a dissipative roof diaphragm in the seismic response of masonry buildings, file e40f7b84-0da8-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
|
|
Plywood extrados retaining structures for the retrofit of single-leaf vaults, file e40f7b85-d660-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
|
|
Seismic strengthening of existing structures by means of fibre reinforced concrete floor diaphragms, file e40f7b87-2d07-afca-e053-6605fe0aeaf2
|
2
|
|
Dissipative Roof Diaphragm for the Seismic Retrofit of Listed Masonry Churches, file e40f7b87-32ea-afca-e053-6605fe0aeaf2
|
2
|
|
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake, file e40f7b87-3969-afca-e053-6605fe0aeaf2
|
2
|
|
Vulnerability to Flash Floods: A Simplified Structural Model for Masonry Buildings, file e40f7b87-e3be-afca-e053-6605fe0aeaf2
|
2
|
|
Numerical study on the seismic response of a post-WWII reinforced concrete building strengthened with concentric bracings, file e40f7b87-ff29-afca-e053-6605fe0aeaf2
|
2
|
|
Approccio “Life Cycle Thinking” applicato alla riparazione di una scuola danneggiata dal terremoto dell’Italia centrale, file e40f7b88-4b1a-afca-e053-6605fe0aeaf2
|
2
|
|
Il contributo di ReLUIS nelle attività di supporto all’emergenza sismica del centro Italia 2016, file e40f7b88-5e03-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
|
|
Esoscheletri tipo diagrid per la riqualificazione degli edifici esistenti in ottica ciclo vita, file e40f7b89-27b7-afca-e053-6605fe0aeaf2
|
2
|
|
Damaged detection of a bell tower through OMA, file e40f7b89-575d-afca-e053-6605fe0aeaf2
|
2
|
|
Design of diagrid exoskeletons for the retrofit of existing RC buildings, file e40f7b89-8073-afca-e053-6605fe0aeaf2
|
2
|
| Totale |
9.614 |