TALK KEYWORD INDEX
This page contains an index consisting of author-provided keywords.
| 1 | |
| 10-story building | |
| A | |
| Adiabatic surface temperature | |
| Adiabatic surfaced temperature | |
| Advanced Analysis | |
| after exposure to high temperatures | |
| aggregate | |
| Aluminium bolt | |
| Arch-suspended roof | |
| Artificial intelligence | |
| Artificial Intelligence (AI) | |
| Aspect ratio | |
| Axisymmetric plate model | |
| B | |
| Bar to coupler capacity ratio | |
| Battery fires | |
| Bayesian updating | |
| Beam-column connection | |
| Beam-on-Foundation | |
| Beam-to-column connections | |
| Bending tests | |
| Biaxial (angled) columns | |
| Bolted connection | |
| bond | |
| Bond degradation | |
| Bond-slip curve | |
| bridge fire resistance | |
| bridge pier | |
| Bridge Steel | |
| Bridges | |
| buildings | |
| Built-up columns | |
| Burnout performance | |
| Burnout resistance | |
| C | |
| California wildfire | |
| Carbon Nano Tube | |
| CBFEM | |
| cellular automata | |
| Cellular beams | |
| Cement Mortar Mix | |
| CFD | |
| CFD Simulation | |
| CFRP-reinforced concrete | |
| CFST | |
| CFT | |
| Char penetration | |
| charred layer | |
| charring | |
| Charring depth | |
| Charring Rate | |
| CLT | |
| Cluster-scale fire spread | |
| Coat-backs | |
| Cold formed steel | |
| Cold-formed steel | |
| Cold-formed steel (CFS) | |
| Cold-formed steel beams | |
| Collapse mechanism | |
| Colour thresholding | |
| Column fire resistance | |
| Column-beam Connections | |
| Columns | |
| Combined axial load and bending moment | |
| Compartment fire | |
| compartment fire dynamics | |
| Composite beam | |
| Composite Beams Filled with Concrete | |
| composite floor systems | |
| Composite material | |
| Composite structures | |
| Compressive response | |
| compressive strength | |
| computational fluid dynamics | |
| Computational modelling | |
| Concrete | |
| Concrete beam | |
| concrete material | |
| Concrete spalling | |
| Concrete structure | |
| Concrete structures | |
| Concrete under rapid heating | |
| Concrete-filled | |
| Concrete-filled hollow steel columns | |
| Concrete-filled steel tube column | |
| concrete-filled steel tubular column | |
| Concrete-filled tube | |
| confinement | |
| conical and cylindrical flame models | |
| connection fire protection | |
| Connections | |
| Consequence assessment | |
| construction site fire scenario | |
| Cooling method | |
| Cooling phase | |
| Cooling phase of fire | |
| Corrosion | |
| cost-benefit analysis | |
| crack | |
| Critical temperature | |
| Cross-laminated timber | |
| Cross-sectional temperature distribution | |
| D | |
| Damage | |
| damage model | |
| Data base of thermal parameters | |
| Decay phase | |
| deep learning | |
| Deflagration | |
| Delayed failure | |
| demountable shear connectors | |
| Design for Disassembly | |
| Design rules | |
| DHP-concept | |
| Different occupancies | |
| Digital Image Correlation | |
| Direct Strength Method (DSM) design | |
| Distortional-global interaction | |
| Distortional-global interactive failures | |
| Double Wythe Insulated Panels | |
| double-curvature bending | |
| Ductile damage | |
| E | |
| earthquake | |
| Earthquake damage | |
| earthquake engineering | |
| Electric buses | |
| Elevated coupler failure mechanism | |
| Elevated temperature | |
| Elevated temperature and Moisture barrier | |
| Elevated temperatures | |
| Ember generation | |
| Embodied carbon | |
| Encapsulation | |
| enclosure | |
| Eurocode Parametric Fire Curve | |
| EV | |
| existing RC members | |
| Experimental | |
| Experimental investigation | |
| Experimental study | |
| Experimental tests | |
| explainable AI | |
| explainable machine learning | |
| Explosive spalling | |
| Explosive spalling phenomenon | |
| external steel plates | |
| Externally bonded FRP | |
| F | |
| FDS-ABAQUS coupling | |
| FEM | |
| FEMA-356 | |
| Fiber | |
| fiber reinforced concrete | |
| fibre reinforcement | |
| Finite Element Analysis | |
| Finite element analysis; | |
| Finite element method | |
| Finite element model | |
| Finite element modeling | |
| Finite element modelling | |
| Fire | |
| fire assessment | |
| Fire Behavior | |
| Fire behaviour | |
| fire conditions | |
| Fire decay phase | |
| Fire dynamics | |
| fire exposed concrete beams | |
| Fire Exposure under ISO834 heating | |
| fire fragility assessment | |
| fire load density | |
| fire modeling | |
| Fire performance | |
| Fire Protection | |
| Fire protection; | |
| Fire resistance | |
| Fire resistance rating | |
| Fire resistance ratings | |
| fire resistance testing | |
| Fire resistance test; | |
| Fire safety | |
| Fire safety analysis | |
| fire safety engineering | |
| fire scenarios | |
| Fire spalling | |
| Fire spread | |
| Fire suppression | |
| Fire Test | |
| Fire testing | |
| fire tests | |
| fire vulnerability | |
| Fire-induced spalling phenomenon | |
| Fire-resistant steel | |
| Fire-resistant time | |
| Fire–structure interaction | |
| FISHWALL project | |
| Flat slabs | |
| Floor system | |
| Fourier Neural Operator | |
| Fracture ductility | |
| fragility curves | |
| Fragility function | |
| Fragility functions | |
| FRCM | |
| Full burnout | |
| Full-scale fire test | |
| Full-scale Fire Tests | |
| full-scale natural fire test | |
| Fusible link | |
| G | |
| Gap size | |
| Gaps | |
| Geopolymer | |
| Glass transition temperature | |
| Global response | |
| Glued-in rod | |
| Glued-in rods | |
| Glulam | |
| Glulam beam | |
| Glulam columns | |
| Glulam moment frames | |
| Grain orientation | |
| granite | |
| Graph Neural Network | |
| Gretzenbach car park | |
| Grouted sleeve splices | |
| Gypsum Board Ceilings | |
| H | |
| Hall | |
| Hazard Assessment | |
| heat flux | |
| Heat release rate | |
| Heat transfer | |
| heat transfer analysis | |
| Heat-transfer analysis | |
| Hemp concrete | |
| Heritage timber | |
| High strength steel | |
| High temperature | |
| High Temperatures | |
| high-strength concrete | |
| High-strength concrete properties | |
| high-strength rebar | |
| High-strength steel | |
| high-temperature bond behaviour | |
| high-temperature concrete | |
| High-temperature material properties | |
| high-temperature material property | |
| High-temperature properties | |
| Hollow steel columns | |
| Hotspot | |
| HRR | |
| hybrid fire testing | |
| Hybrid simulation | |
| Hybrid Steel-Timber | |
| hybrid timber structures | |
| Hydrocarbon Pool Fire | |
| Hygrothermal effects | |
| I | |
| ICEV | |
| Image analysis | |
| industrial structures | |
| Infrastructure | |
| Insulation | |
| insulation thickness | |
| Interlocking connections | |
| Intumescent coating | |
| Iron-based shape memory alloy (Fe-SMA) | |
| ISO 834 failure criteria | |
| J | |
| Jet fire | |
| Jet fires | |
| Joint failure | |
| Joint rotation | |
| K | |
| Korean Square CFT Column | |
| L | |
| large deflection | |
| Large-space fire | |
| Large-span timber structures | |
| Lateral Torsional Buckling | |
| lightweight concrete | |
| Lime | |
| Lipped channel beams | |
| Lithium-ion batteries | |
| Load-bearing capacity | |
| Load-path migration | |
| Local buckling | |
| localised fire | |
| Localized Fire | |
| Low-cement concrete | |
| M | |
| Machine learning | |
| Mass timber | |
| Mass timber connections | |
| Mass timber structure | |
| Mass timber structures | |
| max. spalling depth ratio | |
| mechanical performance | |
| mechanical properties | |
| Mechanical property | |
| membrane action | |
| Method limitations | |
| Mid- to High-Rise Timber Building | |
| MIP | |
| MLP machine learning model | |
| model-in-the-loop testing | |
| Modeling | |
| Modular compartment fire | |
| modular steel building | |
| Monte Carlo simulation | |
| most likely failure point | |
| Multi-floor fire | |
| Multi-hazard | |
| multi-hazard resilience | |
| multi-hazard vulnerability | |
| Multiple hazard conditions | |
| N | |
| Narrow Spectrum Illumination DIC | |
| Natural fire | |
| Natural fire test | |
| Natural fire testing | |
| Natural pozzolan | |
| natural stone | |
| non-destructive tests | |
| Non-uniform heating | |
| non-uniform temperature | |
| Non-uniform temperatures distribution | |
| Normalized fire spalling depth | |
| Numerical analyses | |
| Numerical analysis | |
| Numerical analysis model | |
| Numerical Fire Modeling | |
| Numerical model | |
| Numerical Modeling | |
| Numerical modelling of structures in fire | |
| numerical simulation | |
| O | |
| Occurrence of Corn destruction | |
| open-air fire hazards | |
| Open-sided Car Parks | |
| Optimal experimental design | |
| Outbreak of Fire | |
| oxygen concentration | |
| P | |
| Parametric fire | |
| Parametric numerical analysis | |
| Partially composite beam | |
| Passive Fire Protection | |
| passive protection | |
| Peak Temperature | |
| PEC column; | |
| Performance based design | |
| Performance based fire modelling | |
| Performance based structural fire engineering | |
| performance-based design | |
| Performance-based fire design | |
| performance-based fire engineering | |
| performance-based fire safety | |
| performance-based structural fire engineering | |
| Peridynamic simulation | |
| Phase Change Material | |
| Pipe rack | |
| Pipeline rupture | |
| Plastic hinging | |
| Polymeric concrete | |
| Pool Fires | |
| Pore size distribution | |
| Post Fire | |
| post-buckling | |
| Post-earthquake fire | |
| Post-earthquake fire resistance | |
| Post-fire | |
| post-fire assessment | |
| post-fire damage | |
| Post-fire material properties | |
| Post-fire mechanical properties | |
| Post-fire retrofitting | |
| post-tensioned concrete bridge | |
| Pre-heating moisture content | |
| Pre-strained Steel member | |
| pre-tensile stress | |
| Precast concrete | |
| Prestressed concrete | |
| principal component analysis | |
| probabilistic approach | |
| Probabilistic material models | |
| Probabilistic model | |
| Probabilistic modeling | |
| probabilistic modelling | |
| Proposed modifications | |
| protected steel columns | |
| Punching shear | |
| pyrolysis | |
| Q | |
| Q235 steel | |
| Q460 high strength structural steel | |
| Q460 Steel | |
| Quantified Risk Assessment | |
| R | |
| r.c. building | |
| RC and PC member | |
| Real fires | |
| Real-time hybrid fire simulation | |
| Reduced Graphene Oxide | |
| Regulations | |
| Reinforced concrete | |
| Reinforced concrete columns | |
| reinforced concrete structures | |
| Reinforcement couplers | |
| reliability | |
| reliability-based design | |
| Residual capacity | |
| residual properties | |
| Residual strength | |
| Resilience | |
| Restraint | |
| Reusability of steel structures after fire | |
| Ring-restrained heating test | |
| Robustness | |
| S | |
| SAFIR | |
| Sandwich panel | |
| Seismic damage states | |
| seismic vulnerability | |
| Sequential hazards | |
| SFRM | |
| Shear behaviour | |
| Shear capacity | |
| Shear connector | |
| Shear lock bolt couplers | |
| shear transfer strength | |
| Shell finite element analysis | |
| SHN355FR | |
| Simplified method | |
| simulation and validation | |
| simulation platform | |
| Single-storey building | |
| slab | |
| Slab-column connection | |
| Slab-column interface | |
| soil stiffness | |
| spalling | |
| Spalling initiation | |
| Spalling rate | |
| Spalling tests | |
| special moment resisting frames | |
| Spray applied fire resistive material | |
| Sprayed mineral-based fire protection coatings | |
| Stabilization | |
| Stainless steel | |
| Standard furnace testing | |
| statistical analysis | |
| Steady State | |
| Steady-state fire test | |
| Steel | |
| Steel beams | |
| steel buildings | |
| Steel Concrete composite (SC) structures | |
| Steel connections | |
| steel fibre reinforced concrete | |
| steel plate girders | |
| Steel portal frame | |
| Steel sheeting | |
| Steel structure | |
| Steel Structure in Fire | |
| Steel Structures | |
| Steel structures in fire | |
| Steel structures with FREEDAM joint | |
| Steel tube confined reinforced concrete (STCRC) columns | |
| Steel-concrete composite beam | |
| Steel-concrete Composite Floor Structure | |
| Steel-concrete composite floor structures | |
| Steel-concrete structure | |
| steel-fibre reinforced concrete | |
| Steel-framed buildings | |
| steel-framed composite structures | |
| steel-reinforced concrete columns | |
| steel-timber composite beams | |
| steel-timber connections | |
| stochastic damage mechanics | |
| Strain | |
| Strength Prediction | |
| strengthening techniques | |
| Stress-strain model | |
| Structural collapse | |
| Structural damage | |
| Structural design | |
| Structural fire behavior | |
| Structural fire behaviour | |
| structural fire collapse | |
| Structural fire design | |
| Structural fire engineering | |
| Structural fire performance | |
| structural fire safety | |
| structural fragility | |
| Structural fuel load | |
| Structural interactions | |
| structural performance | |
| structural response | |
| Structural stability | |
| Structural steel | |
| Structural timber | |
| Structural utilisation | |
| structure | |
| strut-and-tie | |
| substructure method | |
| surrogate models | |
| Sustainability | |
| Sustained loading with transient heating | |
| System behavior | |
| T | |
| T-stub joint | |
| Tall buildings | |
| Tearing failure | |
| Temperature Distribution | |
| Temperature-time relation | |
| Thermal boundary conditions | |
| thermal constraint | |
| Thermal exposure | |
| thermal inertia | |
| thermal modeling | |
| thermal properties | |
| thermal protection | |
| thermal restraint | |
| Thermal runaway | |
| Thermal Stress Analysis | |
| Thermal stresses | |
| Thermo-hygro-mechanical coupling | |
| Thermo-mechanical analysis | |
| thermo-mechanical coupling | |
| Thermo-mechanical finite element analysis | |
| thermomechanical modeling | |
| timber | |
| Timber frame | |
| Timber structure | |
| timber structures | |
| Timber–steel connections | |
| Time-dependent model uncertainty | |
| Transient heating | |
| Transient strain development | |
| Transient thermal strain | |
| Transient-state fire test | |
| Travelling Fire | |
| Travelling Fires | |
| Triaxial stress state | |
| Tunnels | |
| two-zone model | |
| Type-X gypsum boards | |
| U | |
| Ultra High-Performance Concrete | |
| Ultra-High-Performance Concrete | |
| Unprotected Modular Steel Buildings | |
| urban fire spread | |
| V | |
| vehicle fire vulnerability | |
| W | |
| water vapor pressure | |
| Wildfire | |
| Wildland-Industrial Interface | |
| Wildland-urban interface | |
| Wildland–urban interface | |
| wood | |
| Wood truss | |
| woodcrete | |
| Y | |
| Y-shaped steel columns | |
| Z | |
| zero-strength layer | |
| Zone model | |