| Nome |
# |
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Analysis of no-tension structures under monotonic loading through an energy-based method, file e0c31c08-5601-4599-e053-1705fe0aef77
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213
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ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS, file e0c31c0d-00b5-4599-e053-1705fe0aef77
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201
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Homogenization limit analysis, file e0c31c0d-a361-4599-e053-1705fe0aef77
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142
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Analysis of 3D no-tension masonry-like walls, file e0c31c0c-9d8a-4599-e053-1705fe0aef77
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135
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Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending, file e0c31c0d-7997-4599-e053-1705fe0aef77
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86
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Identifying fault-inducing phenomena in an old masonry building, file e0c31c10-541a-4599-e053-1705fe0aef77
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61
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In-plane failure surfaces for masonry with joints of finite thickness estimated by a Method of Cells-type approach, file e0c31c0e-a5aa-4599-e053-1705fe0aef77
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58
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Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry, file e0c31c0d-70e7-4599-e053-1705fe0aef77
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33
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Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads, file 725a545b-3565-4a04-8b42-175751fac573
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32
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Funicular analysis of symmetric arches with finite friction accounting for stereotomy, file af383b58-76ba-4334-b374-a25ca6f5b376
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23
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Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers, file e0c31c0e-7617-4599-e053-1705fe0aef77
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19
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A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis, file e0c31c10-6e92-4599-e053-1705fe0aef77
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9
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Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling, file e0c31c10-7d5f-4599-e053-1705fe0aef77
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8
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Analysis of linear elastic masonry-like solids subjected to settlements, file e0c31c12-8c50-4599-e053-1705fe0aef77
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8
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Simple topology optimization strategy for the FRP reinforcement of masonry walls in two-way bending, file e0c31c08-21ac-4599-e053-1705fe0aef77
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5
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The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues, file e0c31c09-ccd0-4599-e053-1705fe0aef77
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5
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Understanding and modelling crack patterns in a masonry farmhouse, file e0c31c0b-16ec-4599-e053-1705fe0aef77
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5
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Design of the optimal fiber-reinforcement for masonry structures
via topology optimization, file e0c31c08-0f59-4599-e053-1705fe0aef77
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4
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Closed-form expressions for the macroscopic in-plane elastic and creep coefficients of brick masonry, file e0c31c08-21b2-4599-e053-1705fe0aef77
|
4
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STRUCTURAL ANALYSIS OF A RESTORED BYZANTINE MONASTERY: EFFECTIVENESS OF THE INTERVENTIONS, file e0c31c11-63fd-4599-e053-1705fe0aef77
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4
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Indagini strutturali sulla Basilica di Santa Maria Novella, file e0c31c08-08c4-4599-e053-1705fe0aef77
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3
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Experimental and numerical study of multi-leaf masonry walls, file e0c31c08-3ec7-4599-e053-1705fe0aef77
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3
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Optimal strengthening of concrete plates with unidirectional fiber-reinforcing layers, file e0c31c08-54b5-4599-e053-1705fe0aef77
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3
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IL RESTAURO DELLA CHIESA DI SAN NICOLA A MESOPOTAM: UN INTERVENTO IN CHIAROSCURO, file e0c31c0b-284f-4599-e053-1705fe0aef77
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3
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Closed-form expressions for the macroscopic elastic constants of Flemish bond masonry walls, file e0c31c0c-6b1c-4599-e053-1705fe0aef77
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3
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Elastoplastic analysis of unidirectional composites subjected to 3D stress states, file e0c31c0e-30fa-4599-e053-1705fe0aef77
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3
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Thrust Network Analysis of Masonry Arches and Domes of Any Stereotomy with Finite Compressive Strength: Multi-constrained Minimization Problem versus Stability Area Method, file 9b3f7659-bb96-4280-8ad6-d29056431326
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2
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Numerical models to predict the creep behaviour of brickwork, file e0c31c07-e32f-4599-e053-1705fe0aef77
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2
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Modeling the StaticBehaviour of a Double Curvature Brickwork Vault, file e0c31c07-f0ed-4599-e053-1705fe0aef77
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2
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The seismic behaviour of Maniace castle, Syracuse: a first numerical comparison between the current condition and a hypothetical complete reconstruction, file e0c31c07-fdd4-4599-e053-1705fe0aef77
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2
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Modellazione del danneggiamento nelle murature in presenza di carichi non proporzionali, file e0c31c08-3013-4599-e053-1705fe0aef77
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2
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Macroscopic strength estimates for ductile three-phase FRCs, file e0c31c08-3863-4599-e053-1705fe0aef77
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2
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A non-rotating anisotropic damage model for brittle materials, file e0c31c08-386a-4599-e053-1705fe0aef77
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2
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Topology optimization of the fiber–reinforcement retrofitting existing structures, file e0c31c08-441a-4599-e053-1705fe0aef77
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2
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In-plane failure surfaces for masonry with joints of finite thickness estimated by a Method of Cells-type approach, file e0c31c08-4c3c-4599-e053-1705fe0aef77
|
2
|
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Analysis of masonry vaults as a topology optimization problem, file e0c31c08-54b6-4599-e053-1705fe0aef77
|
2
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A Method of Cells-type approach for the determination of the macroscopic elastic out-of-plane coefficients of masonry, file e0c31c08-7bb0-4599-e053-1705fe0aef77
|
2
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Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling, file e0c31c0b-03c4-4599-e053-1705fe0aef77
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2
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INFLUENCE OF SISAL FIBERS IN HOLLOW CONCRETE BLOCK STRUCTURAL MASONRY, file e0c31c0b-2c0e-4599-e053-1705fe0aef77
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2
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Concrete block masonry prisms under compression: testing and modelling, file e0c31c0c-a19c-4599-e053-1705fe0aef77
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2
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Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures, file e0c31c0d-b68a-4599-e053-1705fe0aef77
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2
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Nonlinear behaviour and macroscopic strength of Flemish bond masonry, file e0c31c11-cec4-4599-e053-1705fe0aef77
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2
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Study on crack width and crack resistance of eccentrically tensioned steel-reinforced concrete members prestressed by CFRP tendons, file e0c31c11-ece7-4599-e053-1705fe0aef77
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2
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Sequential linear analysis of no-tension masonry structures, file 982ee130-b988-43ab-bb50-55e9e053102a
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1
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Implementation of an elastic no-tension material model in a sequentially linear analysis framework, file df004ac4-fd02-4176-93d2-8e8d835f1d8e
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1
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NUMERICAL AND EXPERIMENTAL ANALYSIS OF CONCRETE BLOCK PRISMS UNDER COMPRESSION, file e0c31c07-c5aa-4599-e053-1705fe0aef77
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1
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An overview of masonry creep, file e0c31c07-d8a7-4599-e053-1705fe0aef77
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1
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Restoration of Hindu temples in Mỹ So’n, Viet Nam: experimental investigation, modelling and proposal for intervention, file e0c31c07-d8a8-4599-e053-1705fe0aef77
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1
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Kinematic limit analysis of periodic heterogeneous media, file e0c31c07-fe9c-4599-e053-1705fe0aef77
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1
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Shakedown analysis of periodic heterogeneous materials by a kinematic approach, file e0c31c07-ff1d-4599-e053-1705fe0aef77
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1
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Limit and shakedown analysis of composites, file e0c31c07-ffa4-4599-e053-1705fe0aef77
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1
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Analisi di torri in muratura in presenza di distacco dei paramenti, file e0c31c08-08c3-4599-e053-1705fe0aef77
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1
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Numerical models to predict the creep behaviour of brickwork, file e0c31c08-0c8b-4599-e053-1705fe0aef77
|
1
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A Method of Cells-type approach to estimate the macroscopic elastic and creep coefficients of brick masonry, file e0c31c08-1acd-4599-e053-1705fe0aef77
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1
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Topology optimization for the development of eco-efficient masonry units, file e0c31c08-26b9-4599-e053-1705fe0aef77
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1
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The phenomenon of veering in the assessment of r.c. arch bridges, file e0c31c08-3864-4599-e053-1705fe0aef77
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1
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A Numerical Model for Multi-Leaf Stone Masonry, file e0c31c08-3867-4599-e053-1705fe0aef77
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1
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Predicting the macroscopic behaviour of metal-matrix composites embedding an interphase, file e0c31c08-386c-4599-e053-1705fe0aef77
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1
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Experimental and numerical study of the long-term behaviour of ancient masonry, file e0c31c08-386e-4599-e053-1705fe0aef77
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1
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Developing masonry vault models for global assessment, file e0c31c08-3abf-4599-e053-1705fe0aef77
|
1
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Macroscopic strength estimates for metal matrix composites embedding a ductile interphase, file e0c31c08-3c0e-4599-e053-1705fe0aef77
|
1
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Finite Element Analysis of Masonry Vaults using a Three-dimensional No-Tension Approach, file e0c31c08-7ee7-4599-e053-1705fe0aef77
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1
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A Method of Cells-Type Approach to predict the Macroscopic Strength of Masonry Walls in Two-Way Bending, file e0c31c08-b5f1-4599-e053-1705fe0aef77
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1
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Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion, file e0c31c09-005d-4599-e053-1705fe0aef77
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1
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FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION, file e0c31c09-ac78-4599-e053-1705fe0aef77
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1
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OPTIMAL FIBER-REINFORCEMENT OF MASONRY WALLS WITH NEGLIGIBLE TENSILE STRENGTH: A NUMERICAL STUDY, file e0c31c0b-2c13-4599-e053-1705fe0aef77
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1
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Understanding crack patterns in masonry chimneys, file e0c31c0c-adc0-4599-e053-1705fe0aef77
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1
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FLEXURAL CAPACITY OF LONG-SPAN TRANSVERSELY LOADED HOLLOW BLOCK MASONRY WALLS, file e0c31c0d-6d22-4599-e053-1705fe0aef77
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1
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Limit and shakedown analysis of periodic heterogeneous media, file e0c31c0e-c1db-4599-e053-1705fe0aef77
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1
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Flemish bond brickwork: Macroscopic elastic properties and nonlinear behaviour, file e0c31c0f-ae2f-4599-e053-1705fe0aef77
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1
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| Totale |
1.134 |