| Nome |
# |
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Architectural Heritage and seismic vulnerability: mapping the available knowledge to reduce damage during an emergency, file 6fd59b7e-6df1-4353-b5d3-9f9632401230
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1.274
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STRUTTURE IN ACCIAIO: FATICA OLIGOCICLICA, file e0c31c0e-e5b9-4599-e053-1705fe0aef77
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717
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Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight, file e0c31c0d-762f-4599-e053-1705fe0aef77
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398
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The physical form of structures for architectural design, file e0c31c0f-0250-4599-e053-1705fe0aef77
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197
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THE USE OF TIMBER INTO THE TRADITIONAL NEPALESE ARCHITECTURE, file e0c31c0e-f020-4599-e053-1705fe0aef77
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191
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Comparison between Two Traditional Earthquake-Proof Solutions: Borbone and Lefkada Timber-Frame Systems, file e0c31c11-8323-4599-e053-1705fe0aef77
|
183
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Structural characterization for the seismic protection of heritage churches, file e0c31c0c-a905-4599-e053-1705fe0aef77
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134
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30° HOUSE. Abitare tra emergenza e trasformazione: studio per un modulo abitativo temporaneo, file e0c31c0b-4627-4599-e053-1705fe0aef77
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121
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Historical reinforced concrete arch bridges: Dynamic identification and seismic assessment, file e0c31c0a-9c2e-4599-e053-1705fe0aef77
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115
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CRITERIA FOR THE VULNERABILITY ANALYSIS OF STRUCTURAL AGGREGATES IN HISTORICAL CENTERS, file e0c31c11-9d97-4599-e053-1705fe0aef77
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104
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L’uso dell’analisi dinamica non lineare (time-history) nella progettazione degli edifici alti, file e0c31c0e-cf10-4599-e053-1705fe0aef77
|
98
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Italian Middle Byzantine Churches: A Comparison Through Masonry Quality Analysis, file e0c31c12-8f4a-4599-e053-1705fe0aef77
|
65
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Damage evolution in churches due to repeated earthquake shocks, file e0c31c0c-5b03-4599-e053-1705fe0aef77
|
60
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Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses, file e0c31c11-8324-4599-e053-1705fe0aef77
|
37
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Building Techniques and Structural Damage of Historical Constructions Detected Through the Point Cloud Survey, file e0c31c0f-275f-4599-e053-1705fe0aef77
|
35
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Multiobjective Optimization for Structural Design of Lunar Habitats, file e0c31c0f-2765-4599-e053-1705fe0aef77
|
35
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Design and fabrication of the Martian habitat prototype, WATER, file e0c31c0e-cec0-4599-e053-1705fe0aef77
|
33
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A semi-analytical approach to the evaluation of the local collapse mechanisms of masonry domes subject to seismic loads, file e0c31c0e-e5b3-4599-e053-1705fe0aef77
|
29
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Extra-ordinary solutions for useful smart living, file e0c31c12-be03-4599-e053-1705fe0aef77
|
24
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Seismic Pounding Analysis of Palazzotto Borbonico “Vecchio” and “Nuovo” in Naples, file e0c31c0e-d193-4599-e053-1705fe0aef77
|
17
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Use of viscous fluid dampers for the improvement of the seismic response of rc structures, file e0c31c0e-cebe-4599-e053-1705fe0aef77
|
15
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Collapse mechanisms of churches: typical recurrence rates and damage levels from the analysis of field data after the 2012 Emilia earthquake, file 814e8c1f-ea7d-4d92-a172-08252006d8f4
|
14
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Edifici strategici: considerazioni sul progetto di conservazione e riuso attraverso l’analisi di edifici storici destinati a funzioni di pubblica sicurezza, file 76b6d2f5-eb83-4c5c-9cc0-6bcf901d6d02
|
11
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Seismic Interaction of timber roofs and supporting walls, file e0c31c09-49b9-4599-e053-1705fe0aef77
|
11
|
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Securing the church of Madonna del Sole during the emergency phase of 2016 earthquake: interoperability of different actors as an instrument for reducing seismic risk of damaged built heritage, file 66e50847-04b9-4ea9-8f72-96c714e3a885
|
10
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REMARKS ON THE APPROACHES FOR SEISMIC DESIGN OF MOMENT-RESISTING STEEL FRAMES, file e0c31c0c-0cee-4599-e053-1705fe0aef77
|
8
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Modular integrated smart house: prefab for performance and environment. An innovative research experience for Italy., file e0c31c0c-8bc3-4599-e053-1705fe0aef77
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7
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Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight, file e0c31c08-220c-4599-e053-1705fe0aef77
|
6
|
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Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses, file e0c31c09-e7d9-4599-e053-1705fe0aef77
|
6
|
|
Experimental testing and FE model validation of a historic high-rise building in Milan, file e0c31c0a-9cd2-4599-e053-1705fe0aef77
|
6
|
|
Comparison between Two Traditional Earthquake-Proof Solutions: Borbone and Lefkada Timber-Frame Systems, file e0c31c0c-f468-4599-e053-1705fe0aef77
|
6
|
|
The seismic sequence of 2016–2017 in Central Italy: a numerical insight on the survival of the Civic Tower in Amatrice, file e0c31c0e-d08e-4599-e053-1705fe0aef77
|
6
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Domotics and Health Building Infrastructures, file e0c31c07-e554-4599-e053-1705fe0aef77
|
5
|
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Structural performance of reinforced concrete skyscrapers of the 1950's and 1960', file e0c31c08-2895-4599-e053-1705fe0aef77
|
5
|
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Advanced numerical analyses on two historical masonry structures in Finale Emilia (Italy) severely damaged by the May 2012 Emilia Romagna seismic event, file e0c31c08-2386-4599-e053-1705fe0aef77
|
4
|
|
Damage survey and structural assessment of the Rosario church in Finale Emilia after the May 2012 earthquake in Emilia-Romagna, Italy, file e0c31c08-255b-4599-e053-1705fe0aef77
|
4
|
|
SEISMIC VULNERABILITY OF TIMBER ROOF STRUCTURES: AN ASSESSMENT PROCEDURE, file e0c31c0b-be15-4599-e053-1705fe0aef77
|
4
|
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Italian Middle Byzantine Churches: A Comparison Through Masonry Quality Analysis, file e0c31c0e-dd9a-4599-e053-1705fe0aef77
|
4
|
|
Progetto cHOMgenius. PrototypeSystem&SharedProject. Soluzioni straordinarie per l’abitare intelligente, file 6a59f12e-eb8a-45a8-b8f0-665cbacb8f91
|
3
|
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Seismic vulnerability of timber roof structures: classification criteria, file e0c31c08-20cc-4599-e053-1705fe0aef77
|
3
|
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Timber roof structures and seismic response of traditional buildings, file e0c31c08-2149-4599-e053-1705fe0aef77
|
3
|
|
A multidisciplinary insight into the collapse causes of the masonry clock tower and castle in Finale Emilia, Italy, file e0c31c08-24fc-4599-e053-1705fe0aef77
|
3
|
|
Moon exploration habitat using in-situ sulfur concrete, file e0c31c0a-9e28-4599-e053-1705fe0aef77
|
3
|
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INFLUENCE OF MASONRY INFILLS ON DYNAMIC BEHAVIOUR OF REINFORCED CONCRETE FRAMED STRUCTURE, file e0c31c0e-ee5f-4599-e053-1705fe0aef77
|
3
|
|
L’acciaio nell’emergenza post-sisma, file e0c31c0e-ee62-4599-e053-1705fe0aef77
|
3
|
|
Seismic sequence of 2016–17: Linear and non-linear interpretation models for evolution of damage in San Francesco church, Amatrice, file e0c31c0f-c66d-4599-e053-1705fe0aef77
|
3
|
|
Il contributo delle opere provvisionali alla riduzione del danno sismico del patrimonio architettonico: il caso degli interventi realizzati durante l'emergenza del Centro Italia (2016), file 0d380e3f-915c-4faa-88bb-12206aaa766d
|
2
|
|
Collapse of the clock-tower in Finale Emilia after the Emilia-Romagna seismic events in May 2012: a numerical insight, file e0c31c08-12ea-4599-e053-1705fe0aef77
|
2
|
|
Seismic Vulnerability and Preservation of Timber Roof Structures, file e0c31c08-367c-4599-e053-1705fe0aef77
|
2
|
|
ANALYSIS AND REHABILITATION OF A R.C. HIGH-RISE STRATEGIC BUILDING IN MILAN, file e0c31c09-3fee-4599-e053-1705fe0aef77
|
2
|
|
L’esigenza della sicurezza sismica nella ricostruzione di un minareto con le tecniche costruttive della tradizione, file e0c31c0e-e5f9-4599-e053-1705fe0aef77
|
2
|
|
INFERRING SEISMIC BEHAVIOR FROM MORPHOLOGYIN TIMBER ROOFS, file e0c31c07-ebe9-4599-e053-1705fe0aef77
|
1
|
|
Seismic strengthening of timber roof structures: a case study, file e0c31c07-ff54-4599-e053-1705fe0aef77
|
1
|
|
Assessing the effect of interventions for the seismic
improvement of churches, file e0c31c08-2151-4599-e053-1705fe0aef77
|
1
|
|
Seismic vulnerability assessment for timber roof structures, file e0c31c08-376d-4599-e053-1705fe0aef77
|
1
|
|
Middle Byzantine masonry domes: an investigation on the structural problems, file e0c31c09-5314-4599-e053-1705fe0aef77
|
1
|
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Stability problems of the church of Santa Fosca on Torcello island, file e0c31c0a-9631-4599-e053-1705fe0aef77
|
1
|
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LA VALUTAZIONE DI VULNERABILITA’ DEL COSTRUITO: PROBLEMATICHE E CRITERI, file e0c31c0b-8902-4599-e053-1705fe0aef77
|
1
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Failures and damages of historical masonry structures induced by 2012 northern and 2016-17 central Italy seismic sequences: Critical issues and new perspectives towards seismic prevention, file e7fdf1d9-671f-4050-9dc3-8b3f9b0f3b70
|
1
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| Totale |
4.041 |