| Nome |
# |
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Experimental Analyses and Numerical Models of CLT Shear Walls under Cyclic Loading, file e2f56ed7-a0e7-3eaf-e053-3a05fe0a5d97
|
662
|
|
Assessment method for combined structural and energy retrofitting in masonry buildings, file e2f56ed7-68ae-3eaf-e053-3a05fe0a5d97
|
461
|
|
Structural and thermal retrofitting of masonry walls: An integrated cost-analysis approach for the Italian context, file e2f56ed8-fd1d-3eaf-e053-3a05fe0a5d97
|
453
|
|
Horizontally restrained rocking blocks: evaluation of the role of boundary conditions with static and dynamic approaches, file e2f56ed6-8e8a-3eaf-e053-3a05fe0a5d97
|
318
|
|
Design, production, and installation of wooden walls for the Japan Pavilion at Expo 2015, file e2f56ed5-d414-3eaf-e053-3a05fe0a5d97
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317
|
|
Structural irregularity: the analysis of two reinforced concrete (r.c.) buildings, file e2f56ed7-fa45-3eaf-e053-3a05fe0a5d97
|
314
|
|
Failure evidences of reduced span bridges in case of extreme rainfalls the case of Livorno, file e2f56ed7-ee5c-3eaf-e053-3a05fe0a5d97
|
283
|
|
An on-site teaching laboratory in a village damaged by the 2009 Abruzzo earthquake, file e2f56ed7-ccf9-3eaf-e053-3a05fe0a5d97
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279
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Effect of parent concrete on the performance of recycled aggregate concrete, file e2f56ed9-8c52-3eaf-e053-3a05fe0a5d97
|
276
|
|
Economic vs environmental isocost and isoperformance curves for the seismic and energy improvement of buildings considering Life Cycle Assessment, file e2f56ed9-c86d-3eaf-e053-3a05fe0a5d97
|
274
|
|
Integrated Cost-Analysis Approach for Seismic and Thermal Improvement of Masonry Building Façades, file e2f56ed9-8093-3eaf-e053-3a05fe0a5d97
|
218
|
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Fast falling weight deflectometer method for condition assessment of rc bridges, file e2f56ed9-fd3d-3eaf-e053-3a05fe0a5d97
|
199
|
|
Bamboo trusses with low cost and high ductility joints, file e2f56ed5-d348-3eaf-e053-3a05fe0a5d97
|
173
|
|
A Didactic Laboratory of Theory and Design of Structures for Bachelor Civil Engineering Students in Cagliari, file e2f56ed7-c291-3eaf-e053-3a05fe0a5d97
|
148
|
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Effect of material variability and mechanical eccentricity on the seismic vulnerability assessment of reinforced concrete buildings, file e2f56ed8-ce7e-3eaf-e053-3a05fe0a5d97
|
136
|
|
Seismic reinforcement of a R.C. school structure with strength irregularities throughout external bracing walls, file e2f56ed6-e193-3eaf-e053-3a05fe0a5d97
|
126
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|
On the Use of Vibro-Compressed Units with Bio-Natural Aggregate, file e2f56ed5-cd38-3eaf-e053-3a05fe0a5d97
|
115
|
|
Production procedures and mechanical behaviour of interlocking stabilized compressed earth blocks (ISCEBs) manufactured using float ram 1.0 press, file e2f56ed7-b481-3eaf-e053-3a05fe0a5d97
|
104
|
|
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads, file e2f56eda-3a47-3eaf-e053-3a05fe0a5d97
|
81
|
|
Protecting the archaeological heritage from structural risks: some significant cases, file e2f56eda-17ea-3eaf-e053-3a05fe0a5d97
|
70
|
|
Assessment of lightweight concrete properties under cryogenic temperatures: influence on the modulus of elasticity, file e2f56ed9-c132-3eaf-e053-3a05fe0a5d97
|
65
|
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null, file e2f56eda-12f9-3eaf-e053-3a05fe0a5d97
|
55
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Sustainable Concrete with Recycled Aggregates: experiences and perspective, file 236870c1-fd21-4518-8f2f-93a8229cb3b3
|
49
|
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Impact of climate change on the life cycle of r.c. structures, file 7f16e646-71b3-45ec-8d60-1e5dc8049807
|
45
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|
Probabilistic models for the erosion rate in embankments and reliability analysis of earth dams, file e2f56ed7-ccf8-3eaf-e053-3a05fe0a5d97
|
25
|
|
Seismic Analysis of Historical Urban Walls: Application to the Volterra Case Study, file 06d403c6-c60d-4141-8f02-fef6c0731993
|
19
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|
In situ free-vibration tests on unrestrained and restrained rocking masonry walls, file e2f56ed7-e912-3eaf-e053-3a05fe0a5d97
|
13
|
|
Structural and thermal retrofitting of masonry walls: An integrated cost-analysis approach for the Italian context, file e2f56ed8-353c-3eaf-e053-3a05fe0a5d97
|
13
|
|
A time and cost-effective strengthening of RC half joint bridges exposed to brittle failure: application to a case study, file 8d285106-ab25-469c-aaaa-7d9e5400739d
|
12
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Failure scenarios of small bridges in case of extreme rainstorms, file e2f56ed6-8e8c-3eaf-e053-3a05fe0a5d97
|
12
|
|
Vault macro-element with equivalent trusses in global seismic analyses, file e2f56ed6-8e47-3eaf-e053-3a05fe0a5d97
|
10
|
|
Landslide analysis of historical Urban walls: case study of Volterra, Italy, file ffd39371-df0e-490a-b194-d85003519c43
|
9
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|
EVALUATION OF MAINTENANCES INTERVENTION PERIOD ON STOCK OF EXISTING RC BRIDGES SUBJECT TO DAMAGE PHENOMENA, file 8eb7a4f8-cf47-4b1b-b8d6-b484da78e362
|
8
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A proposal for low cost condition assessment method for existing RC bridges, file a9a0c0a5-9996-4af0-9c49-b1424ee79124
|
6
|
|
Probabilistic Models for Erosion Parameters and Reliability Analysis of Earth Dams and Levees, file e2f56ed5-d12a-3eaf-e053-3a05fe0a5d97
|
6
|
|
The ‘Triple R’ approach on the restoration of archaeological dry stone city walls: procedures and application to a UNESCO World Heritage Site in Oman, file e2f56ed6-8e4c-3eaf-e053-3a05fe0a5d97
|
6
|
|
Fragility curves for free and restrained rocking masonry façades in one-sided motion, file e2f56ed7-c895-3eaf-e053-3a05fe0a5d97
|
6
|
|
Analysis of seismic risk on existing dams. Part II: an example of concrete structure, file e2f56ed5-d7be-3eaf-e053-3a05fe0a5d97
|
5
|
|
Non-linear modeling of masonry churches through a discrete macro-element approach, file e2f56ed6-8f3f-3eaf-e053-3a05fe0a5d97
|
5
|
|
null, file 4b05e5e9-d7d6-4ae0-9d65-475c774bbdd7
|
4
|
|
Rocking analysis of masonry walls interacting with roofs, file e2f56ed5-cee4-3eaf-e053-3a05fe0a5d97
|
4
|
|
Analysis of seismic risk on existing dams. Part I: an example of masonry structure, file e2f56ed5-d5ef-3eaf-e053-3a05fe0a5d97
|
4
|
|
Structural and Thermal Retrofitting of Masonry Walls: The Case of a School in Vittoria (RG), file e2f56ed9-9999-3eaf-e053-3a05fe0a5d97
|
4
|
|
Probabilistic Models and Fragility Estimates for Unreinforced Masonry Walls Subject to In-Plane Horizontal Forces, file e2f56ed9-d375-3eaf-e053-3a05fe0a5d97
|
4
|
|
Rocking and kinematic analysis of two masonry church façades, file e2f56ed5-d40e-3eaf-e053-3a05fe0a5d97
|
3
|
|
Structural Solutions for Low-Cost Bamboo Frames: Experimental Tests and Constructive Assessments, file e2f56ed5-d415-3eaf-e053-3a05fe0a5d97
|
3
|
|
Method for sustainable large-scale bridges survey, file e2f56ed8-b385-3eaf-e053-3a05fe0a5d97
|
3
|
|
Territorial scale monitoring of civil infrastructures through remote sensing, file ee64f61f-2527-4a3f-981e-c625671e5767
|
3
|
|
Method for sustainable large-scale bridges survey, file 3ba68239-a033-4a2d-b968-07f036189bf1
|
2
|
|
Detour-impact index method and traffic gathering algorithm for assessing alternative paths of disrupted roads, file b4f35773-6c05-4801-860a-7b234b78f133
|
2
|
|
Tests results and simple structural analysis of the main lighthouse in the Harbor of Livorno (Italy), file e2f56ed5-cda9-3eaf-e053-3a05fe0a5d97
|
2
|
|
Seismic reinforcement of a r.c. building with external steel frameworks: the case of the primary school XXV April of Arcola (Italy), file e2f56ed5-cdb7-3eaf-e053-3a05fe0a5d97
|
2
|
|
null, file e2f56ed5-cdba-3eaf-e053-3a05fe0a5d97
|
2
|
|
null, file e2f56ed5-cdc0-3eaf-e053-3a05fe0a5d97
|
2
|
|
Structural analysis and consolidation strategy of the historic Mediceo Aqueduct in Pisa (Italy), file e2f56ed5-cf58-3eaf-e053-3a05fe0a5d97
|
2
|
|
Innovative mix design with bionatural aggregates for precast vibro compressed units, file e2f56ed5-d04c-3eaf-e053-3a05fe0a5d97
|
2
|
|
Mechanical behavior of masonry materials at high temperatures, file e2f56ed5-d11e-3eaf-e053-3a05fe0a5d97
|
2
|
|
A proposal for the consolidation of a r.c. social housing by means of external hybrid steel-glass frameworks, file e2f56ed5-d121-3eaf-e053-3a05fe0a5d97
|
2
|
|
Temporary preventive seismic reinforcements on historic churches: numerical modeling of San Frediano in Pisa, file e2f56ed5-d2cc-3eaf-e053-3a05fe0a5d97
|
2
|
|
Collapse of corrugated metal culvert in Northern Sardinia: analysis and numerical simulations, file e2f56ed5-d40b-3eaf-e053-3a05fe0a5d97
|
2
|
|
SEISMIC ASSESSMENT OF THE HISTORICAL MIXED MASONRY-REINFORCED CONCRETE GOVERNMENT PALACE IN LA SPEZIA, file e2f56ed5-d5b2-3eaf-e053-3a05fe0a5d97
|
2
|
|
Structural damage in the cities of Reggiolo and Carpi after the earthquake on May 2012 in Emilia Romagna, file e2f56ed5-d5f0-3eaf-e053-3a05fe0a5d97
|
2
|
|
Collapse of the historic city walls of Pistoia (Italy): causes and possible interventions, file e2f56ed5-d713-3eaf-e053-3a05fe0a5d97
|
2
|
|
Archaeological consolidation of UNESCO masonry structures in Oman: the Sumhuram Citadel of Khor Rori and the Al Balid Fortress, file e2f56ed5-d789-3eaf-e053-3a05fe0a5d97
|
2
|
|
Damage mechanisms in masonry buildings and peak ground acceleration during the 2009 earthquake in Abruzzo (Italy), file e2f56ed5-d813-3eaf-e053-3a05fe0a5d97
|
2
|
|
On site tests for the mechanical characterization of masonry walls with chaotic texture, file e2f56ed5-d83c-3eaf-e053-3a05fe0a5d97
|
2
|
|
Mechanical behaviour of full unit masonry panels under fire action, file e2f56ed5-d96c-3eaf-e053-3a05fe0a5d97
|
2
|
|
Prolegomena to the preservation of the Site of al-Wu’ayra (Petra) and to the Restoration of the North-East Tower, file e2f56ed5-e58e-3eaf-e053-3a05fe0a5d97
|
2
|
|
Simple Tests and Mechanical Model for Masonry Materials at High Temperatures, file e2f56ed5-ea3b-3eaf-e053-3a05fe0a5d97
|
2
|
|
A proposal of bamboo frameworks for low-cost constructions in seismic areas, file e2f56ed5-ea45-3eaf-e053-3a05fe0a5d97
|
2
|
|
An Innovative Low Cost Solution for Bamboo Trusses with High-Ductility Connections, file e2f56ed5-f007-3eaf-e053-3a05fe0a5d97
|
2
|
|
EXPERIENCES AND ANALYSIS ON MASONRY MATERIALS SUBJECTED TO HIGH-TEMPERATURES, file e2f56ed5-f0bf-3eaf-e053-3a05fe0a5d97
|
2
|
|
The Reinforced Cut Wall (RCW): A Low-Cost Base Dissipator for Masonry Buildings, file e2f56ed5-f137-3eaf-e053-3a05fe0a5d97
|
2
|
|
Recenti eventi di crollo in mura storiche urbane, file e2f56ed9-bf81-3eaf-e053-3a05fe0a5d97
|
2
|
|
Economic vs environmental isocost and isoperformance curves for the seismic and energy improvement of buildings considering Life Cycle Assessment, file e2f56ed9-c22d-3eaf-e053-3a05fe0a5d97
|
2
|
|
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads, file e2f56eda-3a46-3eaf-e053-3a05fe0a5d97
|
2
|
|
A Stochastic Formulation to Assess the Environmental Impact of the Life-Cycle of Engineering Systems, file e2f56eda-82ae-3eaf-e053-3a05fe0a5d97
|
2
|
|
Modelling of Moisture Effect in Safety Evaluation of Soil-Interacting Masonry Wall Structures, file 7be16382-9b38-4d13-9f14-34c589582efd
|
1
|
|
Method for sustainable large-scale bridges survey, file aecbfd63-1209-4cc5-b8b5-c68595825b38
|
1
|
|
Historic centre of San Pio delle Camere under 2009 Abruzzo earthquake (Italy): survey campaign and seismic vulnerability estimation, file e2f56ed5-ce94-3eaf-e053-3a05fe0a5d97
|
1
|
|
NUMERICAL CALIBRATION OF A MACRO-ELEMENT FOR VAULTED SYSTEMS IN HISTORIC CHURCHES, file e2f56ed5-d0bb-3eaf-e053-3a05fe0a5d97
|
1
|
|
MACRO-ELEMENTS IDENTIFICATION ON HISTORIC CHAPELS: THE CASE OF ST. VENERIO CHAPEL IN REGGIOLO – EMILIA ROMAGNA, file e2f56ed5-d191-3eaf-e053-3a05fe0a5d97
|
1
|
|
Preliminary survey forthe rehabilitation and seismic protection works of the Middle Age Castle of Shawbak in the UNESCO area of Petra (Jordan), file e2f56ed5-d196-3eaf-e053-3a05fe0a5d97
|
1
|
|
A REPORT ON THE 2012 SEISMIC SEQUENCE IN EMILIA (NORTHERN ITALY), file e2f56ed5-d20d-3eaf-e053-3a05fe0a5d97
|
1
|
|
Application of RCW Base Dissipator on a Set of Masonry Buildings, file e2f56ed5-d289-3eaf-e053-3a05fe0a5d97
|
1
|
|
Stress‒strain curves for masonry materials exposed to fire action, file e2f56ed5-d5a6-3eaf-e053-3a05fe0a5d97
|
1
|
|
RECENTI CROLLI DI MURA URBANE MONUMENTALI: UN PROBLEMA CULTURALE, file e2f56ed5-d5f3-3eaf-e053-3a05fe0a5d97
|
1
|
|
Seismic consolidation of ’60s pilotis r.c. building for social housings with SCC-steel shear walls, file e2f56ed5-d654-3eaf-e053-3a05fe0a5d97
|
1
|
|
Progettazione all'incendio delle strutture in muratura secondo EN 1996-1-2, file e2f56ed5-d9d5-3eaf-e053-3a05fe0a5d97
|
1
|
|
A Challenge to Earthquake Engineering Professionals, file e2f56ed5-dd42-3eaf-e053-3a05fe0a5d97
|
1
|
|
Biaxiality effect on the energy dissipated by elastoplastic base-isolators, file e2f56ed5-dd48-3eaf-e053-3a05fe0a5d97
|
1
|
|
Experiences of consolidation on archaeological UNESCO sites in Sultanate of Oman: the Fortress of Al Balid and the Citadel of Sumhuram, file e2f56ed5-e27b-3eaf-e053-3a05fe0a5d97
|
1
|
|
The "penalty surface" technique for static lateral global response in masonry walls, file e2f56ed5-eecf-3eaf-e053-3a05fe0a5d97
|
1
|
|
Behaviour of masonry walls subjected to fire: experimental tests and analytical model, file e2f56ed5-f131-3eaf-e053-3a05fe0a5d97
|
1
|
|
An experimental teaching laboratory for in situ tests in historical churches, file e2f56ed5-f986-3eaf-e053-3a05fe0a5d97
|
1
|
|
Energy dissipation of a thin elastoplastic tube under torsion and compression, file e2f56ed6-00bb-3eaf-e053-3a05fe0a5d97
|
1
|
|
Comparison of non-destructive in situ techniques for vertical load strength assessment in masonry walls, file e2f56ed6-0501-3eaf-e053-3a05fe0a5d97
|
1
|
|
Risk management for bridges: A case study of unforeseen failure mode, file e2f56ed9-c32c-3eaf-e053-3a05fe0a5d97
|
1
|
|
null, file e2f56ed9-fb5d-3eaf-e053-3a05fe0a5d97
|
1
|
| Totale |
5.488 |