| Nome |
# |
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Assessment of seismic strengthening solutions for existing low-rise RC buildings in Nepal, file e4233f18-9816-2860-e053-6605fe0a460a
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387
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Seismic response of current RC buildings in Kathmandu valley, file e4233f18-5ced-2860-e053-6605fe0a460a
|
283
|
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Analisi e rilievi del costruito, file e4233f16-7bca-2860-e053-6605fe0a460a
|
235
|
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Nonlinear analysis of masonry structures using fiber-section line elements, file e4233f19-49ab-2860-e053-6605fe0a460a
|
72
|
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A multilevel approach for the cultural heritage vulnerability and strengthening: Application to the melfi castle, file e4233f17-e09d-2860-e053-6605fe0a460a
|
59
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Energy retrofit solutions for heritage buildings located in hot-humid climates, file e4233f18-008f-2860-e053-6605fe0a460a
|
52
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Advanced frame element for seismic analysis of masonry structures: model formulation and validation, file e4233f19-2ca0-2860-e053-6605fe0a460a
|
45
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Indirizzi per le linee guida per la ricostruzione a scala urbana, file e4233f16-7b57-2860-e053-6605fe0a460a
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41
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Comparison Between Phenomenological and Fiber-Section Non-linear Models, file e4233f18-a39f-2860-e053-6605fe0a460a
|
40
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Seismic vulnerability of buildings in historic centers: From the “urban” to the “aggregate” scale, file e4233f18-86fb-2860-e053-6605fe0a460a
|
35
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On the reliability of the equivalent frame models: the case study of the permanently monitored Pizzoli’s town hall, file e4233f19-13b5-2860-e053-6605fe0a460a
|
33
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Assessing community resilience, housing recovery and impact of mitigation strategies at the urban scale: a case study after the 2012 Northern Italy Earthquake, file e4233f18-9653-2860-e053-6605fe0a460a
|
28
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A fiber beam element based on plastic and damage models for prestressed concrete structures, file 04ea7eb9-80e1-4012-9f31-e91f407c8f12
|
20
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A discontinuum finite element modelling approach for reproducing the structural behaviour of masonry walls, file 47f4dca1-49ec-48a6-b886-2ae8c5b52805
|
16
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Experimental and Numerical Mechanical Characterization of Unreinforced and Reinforced Masonry Elements with Weak Air Lime Mortar Joints, file e4233f19-38ae-2860-e053-6605fe0a460a
|
16
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Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls, file e4233f19-076f-2860-e053-6605fe0a460a
|
15
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Numerical investigation of non-linear equivalent-frame models for regular masonry walls, file e4233f19-3681-2860-e053-6605fe0a460a
|
14
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Strengthened infilled RC frames: Continuum and macro modeling in nonlinear finite element analysis, file e4233f19-0318-2860-e053-6605fe0a460a
|
12
|
|
Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study, file e4233f19-21b3-2860-e053-6605fe0a460a
|
12
|
|
Predictive model for the seismic vulnerability assessment of small historic centres: Application to the inner Abruzzi Region in Italy, file e4233f19-29d7-2860-e053-6605fe0a460a
|
10
|
|
Regularization of first order computational homogenization for multiscale analysis of masonry structures, file e4233f19-213c-2860-e053-6605fe0a460a
|
8
|
|
A review of local construction practices applied on unreinforced adobe buildings in South America, file 0bee8610-c75f-43a6-930e-ec9a24049488
|
6
|
|
Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses, file 4788e494-d289-4a00-a873-369551f279b6
|
6
|
|
Effects of the extended N2 method on non-linear static procedures of reinforced concrete frame structures, file 3dc42931-e7ed-46c7-8e04-5d7a58c82f3e
|
5
|
|
Shaking table test and numerical analyses of a full scale three-leaf masonry wall, file 25e57463-11a2-4647-9b2e-f6e91b4135e9
|
4
|
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Effects of Multi-Directional Seismic Input on Non-Linear Static Analysis of Existing Reinforced Concrete Structures, file 3b9fb69b-72fc-4b9b-85d0-9eef50aafb91
|
4
|
|
Ductility reduction factor formulations for seismic design of RC wall and frame structures, file e4233f16-f617-2860-e053-6605fe0a460a
|
4
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|
Structural Survey and Empirical Seismic Vulnerability Assessment of Dwellings in the Historical Centre of Cusco, Peru, file e4233f18-03c2-2860-e053-6605fe0a460a
|
4
|
|
Advanced frame element for seismic analysis of masonry structures: model formulation and validation, file e4233f18-b0f3-2860-e053-6605fe0a460a
|
4
|
|
Strengthened infilled RC frames: Continuum and macro modeling in nonlinear finite element analysis, file e4233f19-1a01-2860-e053-6605fe0a460a
|
4
|
|
Validation of non-linear equivalent-frame models for irregular masonry walls, file e4233f19-2dc3-2860-e053-6605fe0a460a
|
4
|
|
Prefabricated responsive diagrids for holistic renovation of existing MID-RISE RC buildings, file 2c07ea8b-c684-416b-845a-24527a2c5280
|
3
|
|
Response of reinforced concrete piles including soil-pile interaction effects, file e4233f15-0155-2860-e053-6605fe0a460a
|
3
|
|
A 2D beam-column joint macro-element for the nonlinear analysis of RC frames, file e4233f18-ab64-2860-e053-6605fe0a460a
|
3
|
|
Seismic hazard assessment of northern Pakistan, file e4233f18-ba77-2860-e053-6605fe0a460a
|
3
|
|
Seismic response of current RC buildings in Nepal: A comparative analysis of different design/construction, file e4233f19-1729-2860-e053-6605fe0a460a
|
3
|
|
Nonlinear analysis of masonry structures using fiber-section line elements, file e4233f19-21a0-2860-e053-6605fe0a460a
|
3
|
|
Damage Assessment and Reconstruction Planning in Poggio Picenze, following L’Aquila 2009 earthquake, file e4233f16-e250-2860-e053-6605fe0a460a
|
2
|
|
Seismic vulnerability assessment of historic centers: description of a predictive method and application to the case study of scanno (Abruzzi, Italy), file e4233f17-f916-2860-e053-6605fe0a460a
|
2
|
|
A CARTIS-based method for the rapid seismic vulnerability assessment of minor Italian historical centres, file e4233f18-975e-2860-e053-6605fe0a460a
|
2
|
|
New formulation of ductility reduction factor of RC frame-wall dual systems for design under earthquake loadings, file e4233f18-be57-2860-e053-6605fe0a460a
|
2
|
|
Performance of torsionally eccentric RC wall frame buildings designed to DDBD under bi-directional seismic excitation, file e4233f18-da67-2860-e053-6605fe0a460a
|
2
|
|
Effects of bond-slip and masonry infills interaction on seismic performance of older R/C frame structures, file e4233f18-e219-2860-e053-6605fe0a460a
|
2
|
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Performance-Based Urban Planning: Framework and L'Aquila Historic City Center Case Study, file e4233f18-e294-2860-e053-6605fe0a460a
|
2
|
|
A Discrete-Event Simulation Model of Hospital Patient Flow Following Major Earthquakes, file e4233f18-e8ed-2860-e053-6605fe0a460a
|
2
|
|
Seismic response of RC buildings during the Mw 6.0 August 24, 2016 Central Italy earthquake: the Amatrice case study, file e4233f19-068c-2860-e053-6605fe0a460a
|
2
|
|
Regularization of first order computational homogenization for multiscale analysis of masonry structures, file e4233f19-3cf4-2860-e053-6605fe0a460a
|
2
|
|
Modelling and Seismic Response Analysis of Italian Pre-Code and Low-Code Reinforced Concrete Buildings. Part II: Infilled Frames, file e4233f19-7417-2860-e053-6605fe0a460a
|
2
|
|
Evaluation of modelling uncertainties impact in older infilled frame RC structures, file fa68c84e-22cf-4d07-adbb-7bb3003755a9
|
2
|
|
MUDis: A low computational effort multi-unit discretization procedure for modelling masonry walls with periodic arrangement, file 7033cf48-c0b3-4e32-885d-68f9daabed2c
|
1
|
|
Finite Element Response Sensitivity Analysis using Force-Based Frame Models, file e4233f14-ead6-2860-e053-6605fe0a460a
|
1
|
|
Nonlinear Analysis of Steel-Concrete Composite Structures: State-of-the-art, file e4233f14-ead7-2860-e053-6605fe0a460a
|
1
|
|
Analysis of R/C Elements Including Shear Effects, file e4233f14-ead8-2860-e053-6605fe0a460a
|
1
|
|
The path towards buildings energy efficiency in South American countries, file e4233f17-fbcc-2860-e053-6605fe0a460a
|
1
|
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Damage Reconnaissance of Unreinforced Masonry Bearing Wall Buildings After the 2015 Gorkha, Nepal, Earthquake, file e4233f17-fc11-2860-e053-6605fe0a460a
|
1
|
|
Hospital treatment capacity in case of seismic scenario in the Lima Metropolitan area, Peru, file e4233f18-de39-2860-e053-6605fe0a460a
|
1
|
|
Probabilistic seismic response analysis of a 3-D reinforced concrete building, file e4233f18-ef4b-2860-e053-6605fe0a460a
|
1
|
|
A simplified model for seismic safety assessment of reinforced concrete buildings: framework and application to a 3-storey plan-irregular moment resisting frame, file e4233f19-01b0-2860-e053-6605fe0a460a
|
1
|
|
An automatic procedure for deriving building portfolios using the Italian “CARTIS” online database, file e4233f19-2a78-2860-e053-6605fe0a460a
|
1
|
|
Nonlinear finite and discrete element simulations of multi-storey masonry walls, file e4233f19-3f8f-2860-e053-6605fe0a460a
|
1
|
|
Modelling and Seismic Response Analysis of Italian pre-code and low-code Reinforced Concrete Buildings. Part I: Bare Frames, file e4233f19-5edc-2860-e053-6605fe0a460a
|
1
|
|
Engineering demand parameters for the definition of the collapse limit state for code-conforming reinforced concrete buildings, file e4233f19-7415-2860-e053-6605fe0a460a
|
1
|
| Totale |
1.533 |