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Computational methods for masonry vaults: a review of recent results, file e0c31c08-220e-4599-e053-1705fe0aef77
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481
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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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397
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Numerical modelling of Fabric Reinforced Cementitious Matrix composites (FRCM) in tension, file e0c31c0d-9abe-4599-e053-1705fe0aef77
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378
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Simple Homogenization-Topology Optimization Approach for the Pushover Analysis of Masonry Walls, file e0c31c0c-060f-4599-e053-1705fe0aef77
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310
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Crack patterns induced by foundation settlements: Integrated analysis on a renaissance masonry palace in Italy, file e0c31c0e-9ede-4599-e053-1705fe0aef77
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296
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Seismic risk assessment of a 50m high masonry chimney using advanced analysis techniques, file e0c31c0d-47b9-4599-e053-1705fe0aef77
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286
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Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms, file e0c31c0e-a2af-4599-e053-1705fe0aef77
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285
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Damage assessment and collapse investigation of three historical masonry palaces under seismic actions, file e0c31c11-61d4-4599-e053-1705fe0aef77
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280
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Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures, file e0c31c0d-a8d0-4599-e053-1705fe0aef77
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247
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Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy, file e0c31c11-c650-4599-e053-1705fe0aef77
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232
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Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches, file e0c31c0e-71f1-4599-e053-1705fe0aef77
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206
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Optimal FRP reinforcement of masonry walls out-of-plane loaded: A combined homogenization-topology optimization approach complying with masonry strength domain, file e0c31c08-25f9-4599-e053-1705fe0aef77
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205
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Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM, file e0c31c11-748b-4599-e053-1705fe0aef77
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181
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COMBINED NUMERICAL, FINITE ELEMENT AND EXPERIMENTAL-OPTIMIZATION APPROACH IN THE PRODUCTION PROCESS OF MEDIUM-VOLTAGE, RUBBER-INSULATED ELECTRIC CABLES VULCANIZED WITH STEAM WATER. PART 1: DSC AND RHEOMETER EXPERIMENTAL RESULTS, file e0c31c0e-7d3d-4599-e053-1705fe0aef77
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174
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An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications, file e0c31c09-df59-4599-e053-1705fe0aef77
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160
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Comprehensive numerical approaches for the design and safety assessment of masonry buildings retrofitted with steel bands in developing countries: The case of India, file e0c31c0e-86b8-4599-e053-1705fe0aef77
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155
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Homogenization limit analysis, file e0c31c0d-a361-4599-e053-1705fe0aef77
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153
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Four approaches to determine masonry strength domain, file e0c31c0e-a081-4599-e053-1705fe0aef77
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153
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Full 3D homogenization approach to investigate the behaviour of masonry arch bridges: The Venice trans-lagoon railway bridge., file e0c31c0d-8ea3-4599-e053-1705fe0aef77
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150
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Augustus Bridge in Narni (Italy): Seismic Vulnerability Assessment of the Still Standing Part, Possible Causes of Collapse, and Importance of the Roman Concrete Infill in the Seismic-Resistant Behavior, file e0c31c11-4f46-4599-e053-1705fe0aef77
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144
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Advanced numerical models for the analysis of masonry cross vaults: A case-study in Italy, file e0c31c0d-47b1-4599-e053-1705fe0aef77
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129
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Seismic vulnerability analysis and retrofitting of the SS. Rosario church bell tower in finale emilia (Modena, Italy), file e0c31c0d-9d5e-4599-e053-1705fe0aef77
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126
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A combined experimental-numerical rheometric and mechanical characterization of EPM/EPDM rubber for medium voltage cable applications vulcanized with peroxides, file e0c31c0d-7cae-4599-e053-1705fe0aef77
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125
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3D advanced numerical modelling of a catalan-layered masonry vault unreinforced and reinforced with glass-TRM materials and subjected to vertical support movements, file e0c31c12-1623-4599-e053-1705fe0aef77
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121
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Stability analysis of leaning historic masonry structures, file e0c31c0f-cb9d-4599-e053-1705fe0aef77
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116
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Preliminary study of an ancient earthquake-proof construction technique monitoring via an innovative structural health monitoring system, file e0c31c11-cc45-4599-e053-1705fe0aef77
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113
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Historic city centers after destructive seismic events, the case of finale Emilia during the 2012 Emilia-Romagna earthquake: Advanced numerical modelling on four case studies, file e0c31c0b-f760-4599-e053-1705fe0aef77
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110
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Nonlinear discrete homogenized model for out-of-plane loaded masonry walls, file e0c31c0f-7c79-4599-e053-1705fe0aef77
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110
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Open challenges in seismic design of new structures and vulnerability reduction of existing buildings, file e0c31c0b-e2db-4599-e053-1705fe0aef77
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107
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Fe vs. De modeling for the nonlinear dynamics of a historic church in central italy, file e0c31c11-e764-4599-e053-1705fe0aef77
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107
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Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 2, structural implementation and validation., file e0c31c09-ee59-4599-e053-1705fe0aef77
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104
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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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99
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Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control, file e0c31c10-fa41-4599-e053-1705fe0aef77
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97
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Low cost frictional seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study, file e0c31c0b-dba4-4599-e053-1705fe0aef77
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94
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Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights, file e0c31c10-29d2-4599-e053-1705fe0aef77
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91
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Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 1, meso-scale., file e0c31c09-ef4a-4599-e053-1705fe0aef77
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87
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GURU v2.0: An interactive Graphical User interface to fit rheometer curves in Han's model for rubber vulcanization, file e0c31c0a-38df-4599-e053-1705fe0aef77
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86
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Rubber compounds made of reactivated EPDM for fiber-reinforced elastomeric isolators: an experimental study, file e0c31c10-4172-4599-e053-1705fe0aef77
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84
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Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds, file e0c31c11-c9e3-4599-e053-1705fe0aef77
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84
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Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis, file e0c31c11-517e-4599-e053-1705fe0aef77
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83
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Upper bound sequential linear programming mesh adaptation scheme for collapse analysis of masonry vaults, file e0c31c0e-86bf-4599-e053-1705fe0aef77
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80
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Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation, file e0c31c0f-436f-4599-e053-1705fe0aef77
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78
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Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake, file e0c31c11-8f98-4599-e053-1705fe0aef77
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78
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Dynamic behavior of an inclined existing masonry tower in Italy, file e0c31c0e-dc2b-4599-e053-1705fe0aef77
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77
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Structural Health Monitoring of Architectural Heritage: From the past to the Future Advances, file e0c31c12-1382-4599-e053-1705fe0aef77
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74
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COMBINED NUMERICAL FINITE ELEMENT AND EXPERIMENTAL OPTIMIZATION APPROACH IN THE PRODUCTION PROCESS OF MEDIUM-VOLTAGE, RUBBER-INSULATED ELECTRIC CABLES VULCANIZED WITH STEAM WATER. PART 2: NUMERICAL SIMULATIONS AND INVERSE ANALYSES, file e0c31c0e-bbc8-4599-e053-1705fe0aef77
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67
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Kinematic collapse load calculator: Circular arches, file e0c31c0f-c697-4599-e053-1705fe0aef77
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67
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Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations, file e0c31c0f-d679-4599-e053-1705fe0aef77
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63
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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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62
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Increase in seismic resistance for a dry joint masonry arch subjected to hinge control, file e0c31c0c-903e-4599-e053-1705fe0aef77
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61
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NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading, file e0c31c0e-f7cf-4599-e053-1705fe0aef77
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60
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A closed form solution for the vulcanization prediction of NR cured with sulphur and different accelerators, file e0c31c0e-86b7-4599-e053-1705fe0aef77
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56
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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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55
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Effective closed form starting point determination for kinetic model interpreting NR vulcanized with sulphur, file e0c31c0d-ebb8-4599-e053-1705fe0aef77
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55
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Dynamic analysis of masonry chimneys by means of a simple Rigid Beam Model, file e0c31c12-0729-4599-e053-1705fe0aef77
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54
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Modeling of the Tensile Behavior FRCM Systems for Repair and Strengthening Interventions of Masonry Structures, file e0c31c10-42cc-4599-e053-1705fe0aef77
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51
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Dynamic Identification of the Damage for a Parabolic Tuff Barrel Vault with Differential Settlements of the Supports, file e0c31c10-6b56-4599-e053-1705fe0aef77
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51
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The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage, file e0c31c11-782c-4599-e053-1705fe0aef77
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51
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Advanced numerical prediction of unreinforced U-shaped masonry walls loaded out-of-plane, file e0c31c11-e98e-4599-e053-1705fe0aef77
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51
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Settlement analysis of the masonry umbrella vault of the Masegra Castle, file e0c31c10-6b54-4599-e053-1705fe0aef77
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48
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Iterative robust numerical procedure for the determination of kinetic constants in Han’s model for NR cured with sulphur, file e0c31c0e-7d48-4599-e053-1705fe0aef77
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47
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Seismic vulnerability of masonry historical structures: A simple adaptive nurbs FE approach for the limit and the subsequent non-linear static analysis with few dofs, file e0c31c12-1626-4599-e053-1705fe0aef77
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47
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A NURBS-based numerical approach for the assessment of masonry vaults undergoing differential settlements, file e0c31c12-0720-4599-e053-1705fe0aef77
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46
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Vulcanization degree influence on the mechanical properties of Fiber Reinforced Elastomeric Isolators made with reactivated EPDM, file 28d572c3-c8c1-462b-b55b-fa89279dca86
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45
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Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy), file e0c31c10-6c1e-4599-e053-1705fe0aef77
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45
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Comprehensive Evaluation Method of Historical Timber Structural Building Taking Fujiu Zhou House as an Example, file e0c31c11-b433-4599-e053-1705fe0aef77
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44
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Assessment of curved FRP-reinforced masonry prisms: Experiments
and modeling, file e0c31c0d-cea6-4599-e053-1705fe0aef77
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43
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Fast and reliable meta-data model for the mechanistic analysis of NR vulcanized with sulphur, file e0c31c0d-7151-4599-e053-1705fe0aef77
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41
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Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers, file e0c31c0f-e74b-4599-e053-1705fe0aef77
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41
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Creating a finite element mesh of non-periodic masonry from the measurement of its geometrical characteristics: A novel automated procedure, file e0c31c12-2d35-4599-e053-1705fe0aef77
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41
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Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches, file e0c31c11-7d98-4599-e053-1705fe0aef77
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39
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Collection of papers from 1st FIMM: French-Italian Meeting on Masonry, Marseille (FR), 24-25 October 2013, file e0c31c08-25ec-4599-e053-1705fe0aef77
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38
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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
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37
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Role of repeated seismic events on the collapse of two Calidaria in Rome dating back to the imperial age, file e0c31c11-eb32-4599-e053-1705fe0aef77
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37
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Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation, file e0c31c0f-cab8-4599-e053-1705fe0aef77
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36
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Behaviour factor assessment of ancient masonry towers through an innovative simplified pushover method, file e0c31c11-e98a-4599-e053-1705fe0aef77
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35
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Influence of crosslinking on the seismic performance of unbonded fiber reinforced elastomeric isolators (UFREI) made of regenerated rubber, file e0c31c12-2efa-4599-e053-1705fe0aef77
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31
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Full-scale Dynamic Tests on Unreinforced and GFRCM-reinforced Apulian Tuff Masonry Arches, file e0c31c10-79ae-4599-e053-1705fe0aef77
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30
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Low-cost rubber compounds for fiber-reinforced elastomeric isolators: Recovered powders and waste oils from rubber manufacturing processes, file e0c31c11-e98c-4599-e053-1705fe0aef77
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30
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FE modeling of a seismic isolator made of HDR and regenerated EPDM, file e0c31c12-22c9-4599-e053-1705fe0aef77
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29
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Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses, file e0c31c11-a743-4599-e053-1705fe0aef77
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22
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Analysis of a complex masonry structure: the umbrella vault of thecamera picta in Masegra Castle, Sondrio, file 3f8beb24-d635-40d1-a9bc-1f23a5cdebd7
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21
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Interactive software for mapping concentrated displacements in masonry arches, file 06b0e84f-f612-43af-a320-caf203bf4160
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20
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Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 2, structural implementation and validation., file e0c31c0f-b123-4599-e053-1705fe0aef77
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20
|
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Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 1, meso-scale., file e0c31c0f-b2e9-4599-e053-1705fe0aef77
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16
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Preliminary study on a novel Optimal Placed Sensors method based on Genetic Algorithm, file 840e5c05-a5bb-4a20-8101-278792e3cdd4
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15
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A novel fast and low-cost masonry monitoring strategy and application on arches, file b2962115-eeac-4412-a1a4-10de15751555
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15
|
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An innovative structural health monitoring system for the preliminary study of an ancient anti-seismic construction technique, file e0c31c10-363b-4599-e053-1705fe0aef77
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15
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|
The Non-smooth tale of “Apennine Churches” stroked by the Central Italy Earthquakes of 2016, file e0c31c10-6b59-4599-e053-1705fe0aef77
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14
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Simplified measurement technique for rigid-body deformations of two masonry blocks, file e0c31c0c-9213-4599-e053-1705fe0aef77
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12
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Automated procedure for the creation of finite element mesh: Application to non-periodic historical masonry, file e0c31c10-1b93-4599-e053-1705fe0aef77
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12
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Simulation and Fast vulnerability analysis of a Chinese masonry pagoda, file 69185d31-ff78-45de-bd58-586f97a8494c
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11
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Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry, file e0c31c0f-479e-4599-e053-1705fe0aef77
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11
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FE pushover analyses of a 20th-century masonry chimney in Spain: Collapse behaviour and numerical uncertainties, file e0c31c11-dcf1-4599-e053-1705fe0aef77
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11
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Augustus Bridge in Narni (Italy): Seismic Vulnerability Assessment of the Still Standing Part, Possible Causes of Collapse, and Importance of the Roman Concrete Infill in the Seismic-Resistant Behavior, file e0c31c0e-d088-4599-e053-1705fe0aef77
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10
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Full 3D CAD procedure for the limit analysisi of longhu Pagoda in China, file e0c31c11-eb36-4599-e053-1705fe0aef77
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10
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Joint Stiffness Influence on the First-Order Seismic Capacity of Dry-Joint Masonry Structures: Numerical DEM Investigations, file 8f1ab71e-d375-4814-934b-f901387c0b1f
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9
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Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM, file e0c31c09-db96-4599-e053-1705fe0aef77
|
7
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|
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis, file e0c31c09-de40-4599-e053-1705fe0aef77
|
7
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|
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators, file e0c31c0c-bf36-4599-e053-1705fe0aef77
|
7
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| Totale |
9.232 |