All Stories

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