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Elenco Abstract ricevuti

  1. CFS RACK UPRIGHTS UNDER ECCENTRIC AXIAL FORCE 
  2. OPTIMAL RESPONSE OF ISOLATED MULTI SPAN CONTINOUS DECK SUBJECTED TO NEAR FAULT AND FAR FIELD RECORDS
  3. INNOVATIVE COMPOSITE STRUCTURES “HEC SYSTEM”, IN THE RAISING OF AN EXISTING R.C. BUILDING FOR HOTEL DESTINATION (VEGA HOTEL – FRATTAMAGGIORE – NA)
  4. STABILITY OF GLASS FINS WITH STEEL SUPPORTS: ANALYTICAL, NUMERICAL AND EXPERIMENTAL STUDY OF THE CASE OF THE “TOURS DUO” IN PARIS
  5. PEDESTRIAN FOOTBRIDGE ABOVE THE ARNO RIVER IN PISA
  6. AN INNOVATIVE PARAMETRIC APPROACH FOR THE SENTOSA CANOPY (SINGAPORE)
  7. MODELLING OF COLUMN BASE PLATE CONNECTIONS: MOMENT-ROTATION-AXIAL FORCE RESPONSE
  8. THE ROLE OF BOLT CONNECTIONS IN FIRE RESISTANCE OF  STEEL BUILDINGS
  9. SIMPLIFIED SEISMIC LOSS ASSESSMENT OF STEEL STORAGE PALLET RACKS
  10. EXPERIMENTAL APPLICATION OF THE ITALIAN BRIDGES GUIDELINES TO A STOCK OF STEEL-CONCRETE DECK BRIDGES
  11. COLD-FORMED STEEL PANELS FOR SEISMIC RETROFIT OF RC BUILDINGS: ANALYTICAL AND NUMERICAL STUDY
  12. CAPACITY DESIGN OF STEEL STRUCTURES WITH KNEE BRACING SYSTEMS
  13. CONTROLLED PARTIAL DEMOLITION OF “BOVISA GASOMETERS” IN MILAN
  14. NUMERICAL MODELLING OF STEEL COLUMNS SUBJECTED TO FIRE FOLLOWING EARTHQUAKE
  15. THE FAST REBUILDING OF THE HISTORICAL “LEONARDO DA VINCI” BRIDGE IN SASSO MARCONI (BO)
  16. THE SECOND BRIDGE OVER THE TEVERE RIVER AT SANSEPOLCRO
  17. FRAGILITY ANALYSIS OF BRACED STEEL FRAMES UNDER SEISMIC SEQUENCES
  18. STEEL DISSIPATIVE TOWERS FOR SEISMIC UPGRADING OF RC FRAMES
  19. DESIGN OF STEEL EXOSKELETONS FOR SEISMIC UPGRADING OF RC FRAMED STRUCTURE
  20. FINITE ELEMENT SIMULATIONS OF HSS MEMBERS UNDER AXIAL COMPRESSION AND BIAXIAL BENDING
  21. PROBABILISTIC ASSESSMENT OF THE DEFORMATION CAPACITY OF SHORT LINKS DETAILED ACCORDING TO EUROCODE 8 
  22. INFLUENCE OF SOIL STRUCTURE INTERACTION ON THE SEISMIC RESPONSE OF CHEVRON BRACED FRAMES
  23. FIRE ANALYSIS OF STEEL JOINTS: THE CASE STUDY OF AN OPEN CAR PARK
  24. 3D-PRINTED STEEL LATTICE ELEMENTS FOR A NEW GENERATION OF SUSTAINABLE STRUCTURES
  25. THE USE OF STEELWORK STRUCTURES IN COMPLEX AIRPORT INFRASTRUCTURES: THE NEW TERMINAL AT RABAT AIRPORT
  26. THE BRIDGE OVER THE RIENZA IN SAN LORENZO DI SEBATO (BZ) FOR THE NEW ACCESS TO VAL BADIA
  27. THE PIRELLI 35 BRIDGE BUILDING – AN INTEGRATED STEEL STRUCTURE FOR THE SEISMIC RETROFIT OF AN EXISTING BUILDINGS BLOCK IN MILAN
  28. BFF BANK FLYING CARPET – A STEEL THIN PHOTOVOLTAIC CARPENTRY TO SHAPE AN ICONIC BUILDING
  29. FREEGRID BENCHMARK: SOLUZIONI PROGETTUALI PER UNA VOLTA A BOTTE RETICOLARE IN ACCIAIO CON IMPOSTA PARZIALMENTE VINCOLATA
  30. VALUTAZIONE DEL COMPORTAMENTO ULTIMO DI CONNESIONI BULLONATE TRAVE-COLONNA: FORMULE DI PREVISIONE
  31. STEEL EXOSKELETONS FOR THE RETROFIT OF EXISTING BUILDINGS: A STUDY OF DIFFERENT CONFIGURATIONS
  32. DAMAGE FREE SELF-CENTRING ECCENTRICALLY BRACED FRAMES: SEISMIC PERFORMANCE AND ROBUSTNESS
  33. CONSTRAINED SHAPE OPTIMIZATION OF GRID SHELLS BASED ON DEEP LEARNING
  34. ASSESSMENT OF THE STRUCTURAL, BUILDABILITY AND SUSTAINABILITY PERFORMANCES OF THE FREEGRID DESIGN BASELINE GRIDSHELLS
  35. FLEXURAL BEHAVIOUR OF CONNECTIONS BETWEEN SQUARE HOLLOW SECTION COLUMNS AND IPE BEAMS
  36. STIFFNESS OF CONNECTIONS BETWEEN TUBULAR COLUMNS AND IPE BEAMS WELDED EXTERNALLY
  37. COLD-FORMED STEEL MOMENT-RESISTING CONNECTION: NUMERICAL STUDY
  38. JESI: “THE NEW FANCING TRANING HOUSE”
  39. TOPOLOGY OPTIMIZAZION OF GRIDSHELLS WITH REUSED ELEMENTS
  40. ANALYSIS OF THE STRUCTURAL ROBUSTNESS OF A STEEL BUILDING
  41. WIND ACTION PARTIAL FACTOR FOR STEEL STRUCTURES: RELIABILITY OF CURRENT CODES
  42. THE MAP OF ITALIAN EXTREME WINDS: THIRTY YEARS LATER
  43. WIND LOADS ON THE LARGE STEEL ROOF STRUCTURES OF THE ILVA PLANT IN TARANTO
  44. EXPERIMENTAL PUSH-OUT TESTS ON TIMBER-STEEL HYBRID ASSEMBLIES WITH SCREWS AND BOLTS CONNECTIONS
  45. RENOVATION OF THE COMPLEX “TORRI EUR” – RETROFITTING OF THE EXISTING REINFORCED CONCRETE BUILDINGS AND CONSTRUCTION OF NEW CONNECTIVE BUILDINGS
  46. NEW ROAD BRIDGE IN CANCUN LAGOON, MEXICO – LAUNCHING EQUIPMENT FOR PATENTED* TOP-DOWN CONSTRUCTION OF BRIDGE SUBSTRUCTURE AND SUPERSTRUCTURE
  47. NEW TRAMWAY BRIDGE OVER THE SCARICATORE CANAL IN PADUA
  48. FINCANTIERI SHIPYARDS IN MARGHERA AND MONFALCONE – SPECIAL LIFTING EQUIPMENT FOR SHIP SEGMENTS
  49. BRIDGES OVER THE RAILWAY AND THE MOSELLE RIVER IN THIONVILLE
  50. FATIGUE COLLAPSE OF A HIGH-MAST STEEL LIGHTINING ROD: PART 1, ON-SITE DYNAMIC IDENTIFICATION
  51. FATIGUE COLLAPSE OF A HIGH-MAST STEEL LIGHTINING ROD: PART 2, WIND-INDUCED RESPONSE AND FATIGUE ASSESSMENT
  52. PRELIMINARY NUMERICAL STUDY OF A STEEL CONCENTRICALLY BRACED FRAME EQUIPPED WITH DISSIPATIVE BRACES AND SELF-CENTRING COLUMN BASES
  53. EXECUTIVE AND ASSEMBLY PROJECT OF THE “PS4BID” AND “PS4TER” ROAD VIADUCTS FOR THE MODERNIZATION OF THE A11 MOTORWAY IN THE NORTH OF NANTES
  54. EXECUTIVE PROJECT OF 7 ORTHOTROPIC DECK VIADUCTS AS PART OF THE COMPLETION WORKS OF THE “PEDEMONTANA DELLE MARCHE” DIRECTORY
  55. DETAIL DESIGN OF THE NEW ARCH BRIDGES ON THE TORINO – VENEZIA RAILWAY LINE, SECTION VERONA – BIVIO VICENZA
  56. CONSTRUCTION OF THE NEW BRIDGE “KONTRAPUNKT” OVER SKURUSUNDET, ROAD 222 NEW SKURUSUNDS BRIDGE, STOCKHOLM (SWEDEN)
  57. VERIFICATION OF THE CBFEM METHOD FOR FIRE DESIGN OF STEEL CONNECTIONS
  58. ISO 12944: THE REFERENCE STANDARD FOR THE CORROSION PROTECTION OF STEEL STRUCTURES
  59. DURABILITY OF STEEL STRUCTURES: THE CONTRIBUTION OF NOVEL ACTIVATED ZINC PAINT TECHNOLOGY
  60. FIRE PROTECTION OF STRUCTURAL STEEL
  61. THE CONTRIBUTION OF PROTECTIVE PAINTS TO THE SUSTAINABILITY OF A STEEL STRUCTURE
  62. THE COLLAPSE OF THE BORGO RIVOLA FOOTBRIDGE: CAUSES AND LESSONS
  63. NEW DESIGN APPROACH OF ECCENTRICALLY BRACED STEEL FRAMES
  64. CYCLIC TESTS ON SHS ALUMINIUM BEAMS UNDER NON UNIFORM BENDING
  65. ANALYSIS ON THE IMPACT OF METAL 3D PRINTING IN CONSTRUCTION
  66. SUSTAINABLE DESIGN OF ROAD BRIDGES IN THE ERA OF INDUSTRY 4.0
  67. EFFECT OF AXIAL TENSILE FORCE OF CATENARY ACTION ON PROGRESSIVE COLLAPSE OF STEEL BUILDINGS
  68. DISSIPATIVE STEEL EXOSKELETONS FOR SEISMIC RETROFIT OF RC BUILDINGS
  69. PARAMETRIC ANALYSIS ON 3D-PRINTED METAL DAMPERS DESIGNED TROUGH VISUAL SCRIPTING ALGORITHMS
  70. STRAIN-RATE RESPONSE OF 17-4PH STAINLESS STEEL PRODUCED VIA SELECTIVE LASER MELTING
  71. ASSESSING THE IMPACT OF TORNADO LOADS ON BRIDGE: A PROPOSAL TO IMPROVE DESIGN STANDARDS
  72. COMPARATIVE ANALYSIS OF INTERNATIONAL DESIGN CODES FOR WELDED JOINTS IN STEEL BRIDGES
  73. STUDY OF THE EFFECTS OF LASER CUTTING TECHONOLGIES ON S235  STRUCTURAL STEEL ELEMENTS
  74. STUDY OF WELDED JOINTS WITH CHS COLUMN AND PASSING THROUGH BEAMS SUBJECTED TO TENSILE FORCE
  75. DESIGN OF STEEL MOMENT RESISTING FRAMES WITH PREDETERMINED COLLAPSE MECHANISM
  76. OPTIMIZED 3D PRINTED CROSS-SECTION FOR STEEL MEMBERS IN OFFSHORE STRUCTURES
  77. ATMOSPHERIC CORROSION OF ZINC-ALUMINIUM ALLOYS FOR GABION WALLS
  78. NEW AESTHETIC AND STRUCTURAL DIMENSIONS IN THE METAL BOW-WINDOW DESIGN PROCESS THANKS TO THE WAAM PROCESS
  79. ORTHOGONAL STEEL EXOSKELETON FOR LOW IMPACT AND RAPID EXECUTION RETROFITTING OF EXISTING BUILDINGS: DISPLACEMENT-BASED DESIGN PROCEDURE
  80. PERFORMANCE OF FLOOR SYSTEMS OF CFS RESIDENTIAL BUILDINGS
  81. EXPERIMENTAL TESTING AND NUMERICAL SIMULATIONS FOR SINGLE-PIER STEEL-CONCRETE HYBRID COUPLED WALLS
  82. INFLUENCE OF THE DESIGN ON THE SEISMIC BEHAVIOUR OF A STEEL BUILDING WITH CONCENTRIC BRACES 
  83. CONCEPT AND DESIGN OF THE EARLIEST GEORGE WASHINGTON BRIDGE: THE 1931-UNSTIFFENED DECK SOLUTION, PIONEER OF MODERN SUSPENSION STRUCUTRES
  84. ARCH-TO-DECK COOPERATION IN A STEEL “STRUTTED BOWSTRING ARCH” BRIDGE: A PARAMETRICAL ANALYSIS OF “LA MARTELLA” BRIDGE ACROSS GRAVINA CREEK
  85. LOW CYCLE FATIGUE OF STEEL STRUCTRUES
  86. SUSTAINABLE AND EFFICIENT STRUCTURAL SYSTEMS FOR TALL BUILDINGS: EXPLORING TIMBER AND STEEL–TIMBER HY-BRIDS THROUGH A CASE STUDY
  87. FREEGRID BENCHMARK: FOCUSING ON SUSTAINABILITY FOR OVERALL PERFORMANCE OPTIMIZATION OF GRIDSHELLS
  88. REUSED-BASED DESIGN OF STEEL EXOSKELETONS
  89. REUSE OF STEEL STRUCTURES
  90. AN INNOVATIVE COMPUTATIONAL DESIGN APPROACH TO REUSE PARTIALLY-DISASSEMBLED STEEL TRUSS COMPONENTS
  91. COLD-FORMED STEEL SHEAR WALLS WITH WOOD PANELS: PROPOSAL FOR SEISMIC DESIGN RULES
  92. SEIMSIC DESIGN OF SELF-CENTERING ROCKING BRACED FRAME WITH ENERGY-DISSIPATING FUSE IN THE 2ND-GENERATION EUROCODES
  93. NONLINEAR ANALYSES OF STEEL BUILDINGS WITH SEMI-RIGID JOINTS
  94. CORTEN STEEL IN CIVIL ENGINEERING AND ARCHITECTURE:A STATE-OF-ART REVIEW
  95. RETROFIT THROUGH SEISMIC ISOLATION OF A COMPLEX STEEL-CONCRETE BUILDING OF 1960S, CHARACTERIZED BY A “FLOATING” PLANE
  96. ADDITIVE MANUFACTURING FOR ENHANCED CONSTRUCTION DETAILS – DESIGN AND ANALYTICAL INSIGHTS
  97. ADDRESSING FATIGUE IN COLD-FORMED STEEL RACK STRUCTURES: INSIGHTS FROM THE FASTCOLD PROJECT
  98. THE LOCAL RESPONSE FUNCTION METHOD FOR THE STRESS HISTORY PREDICTION OF THE VÄNERSBORG BRIDGE
  99. FATIGUE DESIGN WITHIN THE SECOND GENERATION OF EUROCODES: MAIN CHANGES IN PREN1993-1-9:2023
  100. SEISMIC CHARACTERIZATION ON CHILLER WITH AND WITHOUT AN ISOLATION SYSTEM
  101. AN INNOVATIVE CABLE-PULLEYS SPRING-DAMPER SYSTEM FOR THE SEISMIC ISOLATION OF STEEL STORAGE RACK
  102. DESRACK PROJECT: NUMERICAL MODELLING OF BEAM-TO-COLUMN JOINTS WITH DISSIPATIVE DEVICES
  103. SARCOS PROJECT: NUMERICAL MODELING OF COMPOSITE SLABS WITH RECYCLED AGGREGATES
  104. SUSTAINABILITY AND CIRCULARITY FOR STEEL CONSTRUCTION FOCUS ON THE ITALIAN MARKET
  105. SPAN-DEPTH RATIOS FOR THE PRELIMINARY SIZING OF STEEL BEAMS: THE CASE OF EUROPEAN I-SHAPES WITHOUT LATERAL-TORSIONAL BUCKLING
  106. PARAMETRIC ANALYSIS ON STEEL INDUSTRIAL BUILDINGS FOR DEFINITION OF CLASSES OF SEISMIC VULNERABILITY CURVES: SIMULATION PROGRAM AND METHODOLOGY
  107. DESIGN OF V-SHAPED COLUMNS FOR SUPPORTING AN INNOVATIVE ONE-WAY 3D TRUSS SYSTEMS FOR THE PRESERVATION OF ARCHAEOLOGICAL SITES
  108. STATE OF THE ART ON SEISMIC BEHAVIOUR OF INDUSTRIAL STEEL STORAGE RACKS AND CRITICAL REVIEW OF DESIGN RULES ACCORDING TO THE NEW GUIDELINES
  109. STRUCTURAL FIRE RESISTANCE OF AUTOMATED RACK SUPPORTED WAREHOUSES 
  110. PRATICAL TOOLS FOR CALCULATING THE FIRE RESISTANCE OF HOT DIP GALVANIZED STEEL MEMBERS
  111. FIRE FRAGILITY ASSESSMENT OF STEEL-CONCRETE COMPOSITE BRIDGES 
  112. R.C. STRUCTURES STRENGTHENED WITH STEEL PLATES EXPOSED TO FIRE: STATE-OF-ART
  113. SEISMIC BEHAVIOUR OF STEEL CONCENTRICALLY BRACED FRAMES DESIGNED IN ACCORDANCE WITH THE SECOND GENERATION OF EUROCODES
  114. METHOD OF SIMPLIFIED CALCULATION OF THE EFFECTIVE WIDTH IN STEEL-CONCRETE DECKS
  115. CONNECTIONS OF CONCENTRICALLY BRACED FRAMES IN ACCORDANCE WITH THE SECOND GENERATION OF EUROCODE 8
  116. SOLUZIONE DI RINFORZO PER NODI SISMICI DISSIPATIVI LOW-DAMAGE TRAVE-COLONNA SOTTOPOSTI A SCENARIO DI PERDITA DI COLONNA
  117. CONCEPTION, DESIGN AND CONSTRUCTION OF AN ALUMINUM ALLOY HOUSING PROTOTYPE IN SEISMIC AREA
  118. DESIGN AND CHECK METHODOLOGIES OF LIGHTWEIGHT STEEL EXOSKELETONS FOR SEISMIC STRENGHTENING OF EXISTING RC BUILDINGS
  119. LIGHTWEIGHT STEEL EXOSKELETONS FOR RETROFIT OF EXISTING RC BUILDINGS: DESIGN AND CHECK METHODOLOGIES APPLIED TO A CASE STUDY
  120. NEW DRINI ARCH BRIDGE IN KUKES: DESIGN AND LAUNCHING PHASES
  121. FIRE SAFETY ENGINEERING FOR STRUCTURAL FIRE RESISTANCE OF A STEEL BUILDING FROM THE 1960S
  122. BAYESIAN FE-MODEL UPDATING OF A CURVED STEEL-CONCRETE COMPOSITE DECK
  123. PRELIMINARY ANALYSIS OF INDUSTRIAL RACKING FOR ASSESSING SENSITIVITY TO PROGRESSIVE COLLAPSE
  124. ADVANCING INFRASTRUCTURE RESILIENCE THROUGH HEALTH MONITORING AND DIGITAL TWIN INTEGRATION FOR SHEET PILE-BASED PORTS OF THE FUTURE
  125. UN PONTE “SOSPESO” SULLO STRETTO: REALTÀ O UTOPIA ?
  126. VENTO E PONTI: INDAGINI IN GALLERIA DEL VENTO  E ANALISI NUMERICHE IN RECENTI ESPERIENZE E PROGETTI
  127. NON-LINEAR ANALYSIS TO ASSESS THE BEHAVIOUR OF EXISTING COMPOSITE BEAMS OUT OF SCOPE OF EUROCODE 4: BACKGROUND AND APPLICATION EXAMPLE
  128. STEEL MATERIAL SELECTION FOR TOUGHNESS: A COMPARISON BETWEEN SIMPLIFIED METHOD AND ADVANCED METHODS BASED ON FRACTURE MECHANICS
  129. FIRE SAFETY: STEEL STRUCTURES: TECHNICAL INSTRUCTIONS
  130. FIRE RESISTANCE PERFORMANCE OF PROTECTED STEEL STRUCTURES
  131. FIRE RESISTANCE PERFORMANCE: RATIONALISATION AND SIMPLIFICATION OF STEEL CONSTRUCTION THROUGH THE CORRECT INTERACTION OF FIRE AND STRUCTURAL DESIGN
  132. AUTOMATED WAREHOUSES. VERIFICATION OF FIRE RESISTANCE THROUGH THE APPLICATION OF FIRE SAFETY ENGINEERING METHODS