| Nome |
# |
|
Harmonized European ground snow load map: Analysis and comparison of national provisions, file e0d6c92e-2893-fcf8-e053-d805fe0aa794
|
1.100
|
|
Elaboration of maps for climatic actions in Italy, file e0d6c929-50ef-fcf8-e053-d805fe0aa794
|
351
|
|
Statistical Parameters of Steel Rebars of Reinforced Concrete Existing Structures, file e0d6c92f-fe58-fcf8-e053-d805fe0aa794
|
331
|
|
Climate Change: impact on snow loads on structures, file e0d6c929-4c4e-fcf8-e053-d805fe0aa794
|
282
|
|
E-PUSH Software per modellazione e analisi statica non lineare di strutture in muratura versione 5.0, file e0d6c931-7c2d-fcf8-e053-d805fe0aa794
|
235
|
|
CHAPTER 6: SILOS - A CASE STUDY, file e0d6c927-466a-fcf8-e053-d805fe0aa794
|
224
|
|
Probabilistic assessment of roof snow load and the calibration of shape coefficients in the eurocodes, file e0d6c931-04cc-fcf8-e053-d805fe0aa794
|
213
|
|
The snow load in Europe and the climate change, file e0d6c92a-be52-fcf8-e053-d805fe0aa794
|
185
|
|
Probabilistic models for vehicle interactions in fatigue assessment of bridges, file e0d6c92e-7f6b-fcf8-e053-d805fe0aa794
|
178
|
|
Equivalent axial stiffness of horizontal stays, file e0d6c92f-f5d8-fcf8-e053-d805fe0aa794
|
178
|
|
Probabilistic Seismic Assessment of Existing Masonry Buildings, file e0d6c92e-5d49-fcf8-e053-d805fe0aa794
|
166
|
|
The implementation of the Eurocodes in the National Regulatory Framework, file e0d6c92d-129e-fcf8-e053-d805fe0aa794
|
131
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|
Rehabilitation and seismic upgrading of the masonry arch bridge over the Magra river in Villafranca, file e0d6c92b-486d-fcf8-e053-d805fe0aa794
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122
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Climate change: Impacts on climatic actions and structural reliability, file e0d6c92e-8480-fcf8-e053-d805fe0aa794
|
122
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|
Extreme ground snow loads in Europe from 1951 to 2100, file e0d6c931-9ad1-fcf8-e053-d805fe0aa794
|
121
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|
Fatigue behavior of stiffener to cross beam joints in orthotropic steel decks, file e0d6c929-431f-fcf8-e053-d805fe0aa794
|
118
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|
CHAPTER 9: AQUEDUCTS – A CASE STUDY, file e0d6c927-466d-fcf8-e053-d805fe0aa794
|
114
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|
Bayesian methodology for probabilistic description of mechanical parameters of masonry walls, file e0d6c930-d847-fcf8-e053-d805fe0aa794
|
110
|
|
Impact of road traffic tendency in Europe on fatigue assessment of bridges, file e0d6c92e-f930-fcf8-e053-d805fe0aa794
|
105
|
|
Bayesian strategies in reliability assessment of heritage structures, file e0d6c92b-25ea-fcf8-e053-d805fe0aa794
|
97
|
|
Experimental evaluation of shear behavior of stone masonry wall, file e0d6c931-a9a5-fcf8-e053-d805fe0aa794
|
97
|
|
Enhancing the output of climate models: A weather generator for climate change impact studies, file e0d6c931-74ba-fcf8-e053-d805fe0aa794
|
96
|
|
Fatigue behaviour of composite timber-concrete beams, file e0d6c92b-6df3-fcf8-e053-d805fe0aa794
|
91
|
|
Reliability of roof structures subjected to snow loads, file e0d6c92f-f65c-fcf8-e053-d805fe0aa794
|
91
|
|
New frontiers of composites applications in heritage buildings: Repair of exposed masonry of St. Nicola Church in Pisa, file e0d6c931-a8ba-fcf8-e053-d805fe0aa794
|
89
|
|
Availability and performance measures for planning maintenance actions on waterways networks, file e0d6c92e-2f43-fcf8-e053-d805fe0aa794
|
85
|
|
Influence of the elasto-plastic behavior of tie-rods in the response of rocking masonry walls through seismic demand hazard curves, file e0d6c931-8016-fcf8-e053-d805fe0aa794
|
76
|
|
CHAPTER 8: WATER TANKS – A CASE STUDY, file e0d6c927-46da-fcf8-e053-d805fe0aa794
|
74
|
|
Probabilistic methodology for the assessment of the impact of climate change on structural safety, file e0d6c930-3f14-fcf8-e053-d805fe0aa794
|
74
|
|
OPERATIONAL METHODS FOR THE ASSESSMENT AND MANAGEMENT OF AGING INFRASTRUCTURE, file e0d6c927-54e6-fcf8-e053-d805fe0aa794
|
70
|
|
Influence of mechanical parameters on non-linear static analysis of masonry buildings: a relevant case-study, file e0d6c92b-4869-fcf8-e053-d805fe0aa794
|
70
|
|
Nonlinear dynamics of swinging clapper bells under arbitrary or resonant forcing functions, file e0d6c92f-f895-fcf8-e053-d805fe0aa794
|
64
|
|
A Bayesian hierarchical model for climatic loads under climate change, file e0d6c92e-4778-fcf8-e053-d805fe0aa794
|
62
|
|
Vehicle interactions and fatigue assessment of bridges, file e0d6c931-555d-fcf8-e053-d805fe0aa794
|
62
|
|
Evaluation of current trends of climatic actions in europe based on observations and regional reanalysis, file e0d6c931-732d-fcf8-e053-d805fe0aa794
|
55
|
|
Influence of reinforcing steel corrosion on life cycle reliability assessment of existing R.C. Buildings, file e0d6c930-0940-fcf8-e053-d805fe0aa794
|
53
|
|
Reduction of Housner’s coefficient of restitution for masonry walls under one-sided rocking, file e0d6c931-7ac3-fcf8-e053-d805fe0aa794
|
53
|
|
Non-linear static analysis of masonry buildings under seismic actions, file e0d6c931-adf6-fcf8-e053-d805fe0aa794
|
53
|
|
Bayesian approaches to lifetime prediction, file e0d6c931-cdb2-fcf8-e053-d805fe0aa794
|
52
|
|
Towards new European snow load map: Support to policies and standards for sustainable construction, file e0d6c929-5309-fcf8-e053-d805fe0aa794
|
49
|
|
Thermal design of structures and the changing climate, file e0d6c930-3f09-fcf8-e053-d805fe0aa794
|
49
|
|
Shear modulus of masonry walls: a critical review, file e0d6c92b-6def-fcf8-e053-d805fe0aa794
|
47
|
|
Summary of the meeting on 11 December 2015 on adaptation of structural design to climate change - Support to the implementation, harmonization and further development of the Eurocodes, file e0d6c927-48da-fcf8-e053-d805fe0aa794
|
46
|
|
Environmental and economic impact of retrofitting techniques to prevent out‐of‐plane failure modes of unreinforced masonry buildings, file e0d6c931-3f47-fcf8-e053-d805fe0aa794
|
45
|
|
Tie Rod-Equivalent Non-Linear Constitutive Law for Uniformly Loaded Cables, file e0d6c931-7999-fcf8-e053-d805fe0aa794
|
37
|
|
GPCE-based stochastic inverse methods: A benchmark study from a civil engineer’s perspective, file e0d6c931-7603-fcf8-e053-d805fe0aa794
|
33
|
|
Experimental Assessment and Numerical Modeling of the Bond–Slip Correlation for Steel Rebars in r.c. Members, file e0d6c932-1d6e-fcf8-e053-d805fe0aa794
|
33
|
|
null, file e0d6c931-de3c-fcf8-e053-d805fe0aa794
|
28
|
|
Influence of climate change on extreme values of rainfall, file e0d6c931-edba-fcf8-e053-d805fe0aa794
|
25
|
|
Preliminary Study on Tall Building Coupling Using a Rigid Link, file e0d6c92e-4773-fcf8-e053-d805fe0aa794
|
17
|
|
Numerical Simulation of the Behavior of Cracked Reinforced Concrete Members, file e0d6c926-4b63-fcf8-e053-d805fe0aa794
|
16
|
|
Evaluation of statistical parameters of concrete strength from secondary experimental test data, file e0d6c92a-1721-fcf8-e053-d805fe0aa794
|
11
|
|
Increasing the Robustness of the Bayesian Analysis, file e0d6c926-4d3c-fcf8-e053-d805fe0aa794
|
10
|
|
Climate change: Impact on snow loads on structures, file e0d6c92a-e3df-fcf8-e053-d805fe0aa794
|
9
|
|
Assessing the risk of disregarding urgent maintenance interventions on waterways infrastructures, file e0d6c931-59e1-fcf8-e053-d805fe0aa794
|
9
|
|
Seismic Reliability Assessment of a Concrete Water Tank Based on the Bayesian Updating of the Finite Element Model, file e0d6c92a-4cda-fcf8-e053-d805fe0aa794
|
8
|
|
Probabilistic Reliability Assessment of Historical Structures, file e0d6c927-4e2b-fcf8-e053-d805fe0aa794
|
6
|
|
Valutazione speditiva della vulnerabilità sismica di edifici esistenti su un campione statistico costituito dagli edifici scolastici del Comune di Firenze, file e0d6c92a-1094-fcf8-e053-d805fe0aa794
|
6
|
|
Climate Change: impact on snow load on structures and consequences on built environment, file e0d6c92a-5bde-fcf8-e053-d805fe0aa794
|
6
|
|
Non-linear behavior of heavy stays, file e0d6c926-1826-fcf8-e053-d805fe0aa794
|
5
|
|
A numerical algorithm to predict the behaviour of cracked r.c. members, file e0d6c926-2fd0-fcf8-e053-d805fe0aa794
|
5
|
|
Probabilistic reliability assessment of a heritage structure under horizontal loads, file e0d6c929-4322-fcf8-e053-d805fe0aa794
|
5
|
|
Scheduling of Waterways Maintenance Interventions applying Queueing Theory, file e0d6c92b-3a7e-fcf8-e053-d805fe0aa794
|
5
|
|
Applying Queueing Theory for Managing Waterways Systems subject to Service Interruptions, file e0d6c92b-6fc7-fcf8-e053-d805fe0aa794
|
5
|
|
Evaluating the effect of climate change on snow load on structures, file e0d6c92c-e264-fcf8-e053-d805fe0aa794
|
5
|
|
Harmonized European ground snow load map: Analysis and comparison of national provisions, file e0d6c92e-3225-fcf8-e053-d805fe0aa794
|
5
|
|
Influence of Stiffness and Damping Parameters of Passive Seismic Control Devices in One-Sided Rocking of Masonry Walls, file e0d6c931-9258-fcf8-e053-d805fe0aa794
|
5
|
|
Modeling Approaches for the Assessment of Seismic Vulnerability of Masonry Structures: The E-PUSH Program, file e0d6c932-1c98-fcf8-e053-d805fe0aa794
|
5
|
|
On The Time Variability Of Eigenfrequencies And Viscous Equivalent Damping In Historical Masonry Structures: A Case Study, file e0d6c926-34a0-fcf8-e053-d805fe0aa794
|
4
|
|
Increasing the Robustness of Bayesian Analysis for the
Reliability Assessment of Existing Structures, file e0d6c926-4ac8-fcf8-e053-d805fe0aa794
|
4
|
|
A novel probabilistic methodology for the local assessment of future trends of climatic actions, file e0d6c92b-44c5-fcf8-e053-d805fe0aa794
|
4
|
|
Evaluating the effect of climate change on thermal actions on structures, file e0d6c92d-6bd6-fcf8-e053-d805fe0aa794
|
4
|
|
Evaluation of Partial Safety Factors for the Structural Assessment of Existings Masonry Buildings, file e0d6c931-8a76-fcf8-e053-d805fe0aa794
|
4
|
|
Assessment of long-term structural reliability considering climate change effects, file e0d6c931-97a1-fcf8-e053-d805fe0aa794
|
4
|
|
Parametric HBIM Procedure for the Structural Evaluation of Heritage Masonry Buildings, file e0d6c931-f566-fcf8-e053-d805fe0aa794
|
4
|
|
Dynamic monitoring and model updating of a masonry bell tower in Pisa, file e0d6c925-f4ec-fcf8-e053-d805fe0aa794
|
3
|
|
A Bayesian network for the definition of probability models for masonry mechanical parameters, file e0d6c929-4cc2-fcf8-e053-d805fe0aa794
|
3
|
|
Snow Load on Structures under Changing Climate Conditions, file e0d6c92a-1099-fcf8-e053-d805fe0aa794
|
3
|
|
Use of weather generators to assess impact of climate change: thermal actions on structures, file e0d6c92a-38aa-fcf8-e053-d805fe0aa794
|
3
|
|
Background to Fatigue Load Models for Eurocode 1: Part 2 Traffic Loads, file e0d6c925-ed15-fcf8-e053-d805fe0aa794
|
2
|
|
Reliability differentiation in ULS checks according to EN1990, file e0d6c926-03cc-fcf8-e053-d805fe0aa794
|
2
|
|
L'Acquedotto Mediceo: diagnosi dei dissesti, file e0d6c926-4b70-fcf8-e053-d805fe0aa794
|
2
|
|
Learning from the observation of failures, file e0d6c928-f629-fcf8-e053-d805fe0aa794
|
2
|
|
Effect of climate change on snow load on ground: Bayesian approach for snow map refinement, file e0d6c929-45c4-fcf8-e053-d805fe0aa794
|
2
|
|
A Bayesian Network for the Definition of Probability Models for Compressive Strength of Concrete Homogeneous Population, file e0d6c929-4a92-fcf8-e053-d805fe0aa794
|
2
|
|
L'Acquedotto Mediceo di Pisa tra passato e futuro, file e0d6c929-4a96-fcf8-e053-d805fe0aa794
|
2
|
|
Estimation of the influence of climate change on snow load on structures, file e0d6c929-4adc-fcf8-e053-d805fe0aa794
|
2
|
|
Influence of bond-slip on the behaviour of reinforced concrete beam to column joints, file e0d6c929-4b5f-fcf8-e053-d805fe0aa794
|
2
|
|
Improvement of damage equivalence λ-factors for railway steel bridges, file e0d6c929-4bc1-fcf8-e053-d805fe0aa794
|
2
|
|
L'Acquedotto Mediceo di Pisa tra passato e futuro, file e0d6c929-4d3f-fcf8-e053-d805fe0aa794
|
2
|
|
A procedure for the definition of material strength pdf based on limited NDT, file e0d6c92a-2c04-fcf8-e053-d805fe0aa794
|
2
|
|
Control of dynamic stability of stays using passive viscous dampers, file e0d6c92a-38b1-fcf8-e053-d805fe0aa794
|
2
|
|
Assessing wind induced stay vibrations in bridges, file e0d6c92a-66bd-fcf8-e053-d805fe0aa794
|
2
|
|
Applying Queueing Theory for Managing Waterways Systems subject to Service Interruptions, file e0d6c92b-4871-fcf8-e053-d805fe0aa794
|
2
|
|
A comparison of stochastic inverse methods with sampling and functionalbased linear and non-linear update procedures, file e0d6c92b-6df8-fcf8-e053-d805fe0aa794
|
2
|
|
A comparison of stochastic inverse methods with sampling and functionalbased linear and non-linear update procedures, file e0d6c92b-6df9-fcf8-e053-d805fe0aa794
|
2
|
|
Influence of shear modulus and drift capacity on non-linear static analysis of masonry buildings, file e0d6c92c-e7e4-fcf8-e053-d805fe0aa794
|
2
|
|
AN INTEGRATED BIM METHODOLOGY FOR THE SEISMIC ASSESSMENT OF MASONRY BUILDINGS, file e0d6c930-53ec-fcf8-e053-d805fe0aa794
|
2
|
|
Restoration and Repair of the St. Nicola Church in Pisa, file e0d6c931-a450-fcf8-e053-d805fe0aa794
|
2
|
|
Target reliability of alternative fundamental combinations in Eurocode EN1990, file e0d6c932-0125-fcf8-e053-d805fe0aa794
|
2
|
| Totale |
6.467 |