All Stories

  1. Testing timber columns for resistance until fire burnout: Role of thermal wave, smoldering, and active suppression
  2. Modeling fire resistance of timber columns: Influence of elevated-temperature material models in finite element analysis
  3. Structural performance of modular buildings subjected to fire
  4. Thermo-mechanical analysis and validation of SAFIR for historic forms of construction
  5. Economic impact of performance-based fire design of composite steel frame structures
  6. Experiments on local buckling of cold-formed steel lipped channels in compression at elevated temperatures
  7. Structural behavior of single-layer glulam reticulated shells
  8. Automatic assessment of fuel load and fire risk via digitized database and intelligent computer vision
  9. Fragility curves for structural fire performance of various composite floor designs under natural fire
  10. Cost-optimization based target reliabilities for design of structures exposed to fire
  11. Numerical analysis of full-scale structural fire tests on composite floor systems
  12. Response to “Commentary on DHP concept”
  13. Investigation on the residual mechanical properties of glulam after exposure to elevated temperature
  14. Performance-based design for structures in fire: Advances, challenges, and perspectives
  15. Evaluating fire resistance of timber columns using explainable machine learning models
  16. Cost-benefit analysis in fire safety engineering: State-of-the-art and reference methodology
  17. Full-scale fire resistance tests of lightweight steel framed floor systems
  18. Numerical analysis of the effects of fire with cooling phase on reinforced concrete members
  19. Mapping wildfire ignition probability and predictor sensitivity with ensemble-based machine learning
  20. Cost–Benefit Analysis of Fire Protection in Buildings: Application of a Present Net Value Approach
  21. Probabilistic Models for Temperature-Dependent Compressive and Tensile Strengths of Timber
  22. Resilience assessment of process industry facilities using dynamic Bayesian networks
  23. Experimental investigation of structural failure during the cooling phase of a fire: Concrete columns
  24. Experimental investigation of structural failure during the cooling phase of a fire: Timber columns
  25. Local buckling of cold-formed high-strength steel hollow section columns at elevated temperatures
  26. Machine learning models for predicting the resistance of axially loaded slender steel columns at elevated temperatures
  27. Evaluation of anticipated post-fire repair cost for resilient design of composite slab panels
  28. Structural fire design of load-bearing cold-formed steel assemblies from a prototype metal building
  29. Predicting the capacity of thin-walled beams at elevated temperature with machine learning
  30. Reliability assessment of the US prescriptive standard for steel columns under fire
  31. On the Effect of Exposed Timber on the Severity of Structural Fires in a Compartment and Required Firefighting Resources
  32. Elevated temperature and post-fire stress-strain modeling of advanced high-strength cold-formed steel alloys
  33. Numerical modeling of the post-fire performance of strap-braced cold-formed steel shear walls
  34. A hierarchical Bayesian model for predicting fire ignitions after an earthquake with application to California
  35. Numerical modeling of localized fire exposures on structures using FDS-FEM and simple models
  36. Cold-formed steel sheathing connections at elevated temperature
  37. Fire resistance and burnout resistance of timber columns
  38. Potential of Surrogate Modelling for Probabilistic Fire Analysis of Structures
  39. Seismic performance of post-fire reinforced concrete beam-column joints strengthened with steel haunch system
  40. Simple Three-Coefficient Equation for Temperature-Dependent Mechanical Properties of Cold-Formed Steels
  41. Considerations on computational modeling of concrete structures in fire
  42. Post-fire mechanical properties of advanced high-strength cold-formed steel alloys
  43. A framework for probabilistic fire loss estimation in concrete building structures
  44. Fragility Curves for Fire Exposed Structural Elements Through Application of Regression Techniques
  45. Elevated temperature material properties of advanced high strength steel alloys
  46. Experiments on load-bearing cold-formed steel sheathed studs at elevated temperatures
  47. Review of Current Practice in Probabilistic Structural Fire Engineering: Permanent and Live Load Modelling
  48. Probabilistic Models for Temperature-Dependent Strength of Steel and Concrete
  49. The introduction and the influence of semi-rigid connections in framed structures subjected to fire
  50. A Digitized Fuel Load Surveying Methodology Using Machine Vision
  51. Application of a Digitized Fuel Load Surveying Methodology to Office Buildings
  52. Demonstrating adequate safety for a concrete column exposed to fire, using probabilistic methods
  53. Recommendations for performance-based fire design of composite steel buildings using computational analysis
  54. Rectification of “restrained vs unrestrained”
  55. Predicting residual deformations in a reinforced concrete building structure after a fire event
  56. An equivalent stress method to account for local buckling in beam finite elements subjected to fire
  57. Quantification of model uncertainties for reinforced concrete columns subjected to fire
  58. Adaption of active boundary conditions in structural fire testing
  59. Parametric Study for Performance-Based Fire Design of US Prototype Composite Floor Systems
  60. Efficient uncertainty quantification method applied to structural fire engineering computations
  61. Fire Resistance and Burnout Resistance of Reinforced Concrete Columns
  62. Progressive collapse triggered by fire induced column loss: Detrimental effect of thermal forces
  63. Fire Fragility Functions for Steel Frame Buildings: Sensitivity Analysis and Reliability Framework
  64. Hybrid fire testing
  65. Data-driven probabilistic post-earthquake fire ignition model for a community
  66. Assessment of damage and residual load bearing capacity of a concrete slab after fire: Applied reliability-based methodology
  67. Modeling structures in fire with SAFIR®: theoretical background and capabilities
  68. Sensitivity of elevated temperature load carrying capacity of thin-walled steel members to local imperfections
  69. A method for hybrid fire testing: Development, implementation and numerical application
  70. Comparative fire analysis of steel-concrete composite buildings designed following performance-based and US prescriptive approaches
  71. Effect of upgrading concrete strength class on fire performance of reinforced concrete columns
  72. Performance-based fire design and the U.S. prescriptive guidelines: A comparative study
  73. A METHOD FOR MEASURING THE SENSITIVITY OF BUILDING STRUCTURAL MEMBERS TO FIRE DECAY PHASES
  74. Fire Performance of Columns Made of Normal and High Strength Concrete: A Comparative Analysis
  75. Fire fragility curves for steel buildings in a community context: A methodology
  76. Experimental tests and numerical modelling on slender steel columns at high temperatures
  77. Loadbearing capacity criteria in fire resistance testing
  78. ANALYSIS OF A CONCRETE BUILDING EXPOSED TO NATURAL FIRE
  79. SENSITIVITY OF STRUCTURES TO FIRE DECAY PHASES, Quantitative comparison of structural components made of different materials
  80. Urban Infrastructure Resilience to Fire Disaster: An Overview
  81. A performance indicator for structures under natural fire
  82. A plastic-damage model for concrete in fire: Applications in structural fire engineering
  83. Tools for Measuring a City’s Resilience in a Fire Following Earthquake Scenario
  84. Effective stress method to be used in beam finite elements to take local instabilities into account
  85. A multiaxial constitutive model for concrete in the fire situation: Theoretical formulation
  86. Structural behaviour of concrete columns under natural fires
  87. Numerical analysis of partially fire protected composite slabs
  88. Large-scale fire test of unprotected cellular beam acting in membrane action
  89. A formulation of the Eurocode 2 concrete model at elevated temperature that includes an explicit term for transient creep
  90. Validation of the Advanced Calculation Model SAFIR through DIN EN 1991-1-2 Procedure
  91. Large-Scale Fire Test of Unprotected Cellular Beam Acting in Membrane Action
  92. Collapse of concrete columns during and after the cooling phase of a fire
  93. Effect of Transient Creep Strain Model on the Behavior of Concrete Columns Subjected to Heating and Cooling