All Stories

  1. Thermal-structural behavior of wood truss floor assemblies under standard and natural fire conditions
  2. Coupling computer-vision house fuel load estimation with fire spread simulation in the Wildland–Urban interface
  3. Thermal modeling of post-earthquake fire tests on a 10-story cold-formed steel building
  4. Probabilistic Temperature-Dependent Mechanical Properties of Cold-Formed Steel
  5. Overview of the CFS10 Program: Full-Scale Shake Table Earthquake and Fire Testing of a 10-Story Cold-Formed Steel Building
  6. Physical Damage-Measured Response Correlation for Nonstructural Components Tested under Multi-Hazard (Earthquake and Fire) Demands in the CFS10 Building
  7. Testing timber columns for resistance until fire burnout: Role of thermal wave, smoldering, and active suppression
  8. Modeling fire resistance of timber columns: Influence of elevated-temperature material models in finite element analysis
  9. Structural performance of modular buildings subjected to fire
  10. Thermo-mechanical analysis and validation of SAFIR for historic forms of construction
  11. Economic impact of performance-based fire design of composite steel frame structures
  12. Experiments on local buckling of cold-formed steel lipped channels in compression at elevated temperatures
  13. Structural behavior of single-layer glulam reticulated shells
  14. Automatic assessment of fuel load and fire risk via digitized database and intelligent computer vision
  15. Fragility curves for structural fire performance of various composite floor designs under natural fire
  16. Cost-optimization based target reliabilities for design of structures exposed to fire
  17. Numerical analysis of full-scale structural fire tests on composite floor systems
  18. Response to “Commentary on DHP concept”
  19. Investigation on the residual mechanical properties of glulam after exposure to elevated temperature
  20. Performance-based design for structures in fire: Advances, challenges, and perspectives
  21. Evaluating fire resistance of timber columns using explainable machine learning models
  22. Cost-benefit analysis in fire safety engineering: State-of-the-art and reference methodology
  23. Full-scale fire resistance tests of lightweight steel framed floor systems
  24. Numerical analysis of the effects of fire with cooling phase on reinforced concrete members
  25. Mapping wildfire ignition probability and predictor sensitivity with ensemble-based machine learning
  26. Cost–Benefit Analysis of Fire Protection in Buildings: Application of a Present Net Value Approach
  27. Probabilistic Models for Temperature-Dependent Compressive and Tensile Strengths of Timber
  28. Resilience assessment of process industry facilities using dynamic Bayesian networks
  29. Experimental investigation of structural failure during the cooling phase of a fire: Concrete columns
  30. Experimental investigation of structural failure during the cooling phase of a fire: Timber columns
  31. Local buckling of cold-formed high-strength steel hollow section columns at elevated temperatures
  32. Machine learning models for predicting the resistance of axially loaded slender steel columns at elevated temperatures
  33. Evaluation of anticipated post-fire repair cost for resilient design of composite slab panels
  34. Structural fire design of load-bearing cold-formed steel assemblies from a prototype metal building
  35. Predicting the capacity of thin-walled beams at elevated temperature with machine learning
  36. Reliability assessment of the US prescriptive standard for steel columns under fire
  37. On the Effect of Exposed Timber on the Severity of Structural Fires in a Compartment and Required Firefighting Resources
  38. Elevated temperature and post-fire stress-strain modeling of advanced high-strength cold-formed steel alloys
  39. Numerical modeling of the post-fire performance of strap-braced cold-formed steel shear walls
  40. A hierarchical Bayesian model for predicting fire ignitions after an earthquake with application to California
  41. Numerical modeling of localized fire exposures on structures using FDS-FEM and simple models
  42. Cold-formed steel sheathing connections at elevated temperature
  43. Fire resistance and burnout resistance of timber columns
  44. Potential of Surrogate Modelling for Probabilistic Fire Analysis of Structures
  45. Seismic performance of post-fire reinforced concrete beam-column joints strengthened with steel haunch system
  46. Simple Three-Coefficient Equation for Temperature-Dependent Mechanical Properties of Cold-Formed Steels
  47. Considerations on computational modeling of concrete structures in fire
  48. Post-fire mechanical properties of advanced high-strength cold-formed steel alloys
  49. A framework for probabilistic fire loss estimation in concrete building structures
  50. Fragility Curves for Fire Exposed Structural Elements Through Application of Regression Techniques
  51. Elevated temperature material properties of advanced high strength steel alloys
  52. Experiments on load-bearing cold-formed steel sheathed studs at elevated temperatures
  53. Review of Current Practice in Probabilistic Structural Fire Engineering: Permanent and Live Load Modelling
  54. Probabilistic Models for Temperature-Dependent Strength of Steel and Concrete
  55. The introduction and the influence of semi-rigid connections in framed structures subjected to fire
  56. A Digitized Fuel Load Surveying Methodology Using Machine Vision
  57. Application of a Digitized Fuel Load Surveying Methodology to Office Buildings
  58. Demonstrating adequate safety for a concrete column exposed to fire, using probabilistic methods
  59. Recommendations for performance-based fire design of composite steel buildings using computational analysis
  60. Rectification of “restrained vs unrestrained”
  61. Predicting residual deformations in a reinforced concrete building structure after a fire event
  62. An equivalent stress method to account for local buckling in beam finite elements subjected to fire
  63. Quantification of model uncertainties for reinforced concrete columns subjected to fire
  64. Adaption of active boundary conditions in structural fire testing
  65. Parametric Study for Performance-Based Fire Design of US Prototype Composite Floor Systems
  66. Efficient uncertainty quantification method applied to structural fire engineering computations
  67. Fire Resistance and Burnout Resistance of Reinforced Concrete Columns
  68. Progressive collapse triggered by fire induced column loss: Detrimental effect of thermal forces
  69. Fire Fragility Functions for Steel Frame Buildings: Sensitivity Analysis and Reliability Framework
  70. Hybrid fire testing
  71. Data-driven probabilistic post-earthquake fire ignition model for a community
  72. Assessment of damage and residual load bearing capacity of a concrete slab after fire: Applied reliability-based methodology
  73. Modeling structures in fire with SAFIR®: theoretical background and capabilities
  74. Sensitivity of elevated temperature load carrying capacity of thin-walled steel members to local imperfections
  75. A method for hybrid fire testing: Development, implementation and numerical application
  76. Comparative fire analysis of steel-concrete composite buildings designed following performance-based and US prescriptive approaches
  77. Effect of upgrading concrete strength class on fire performance of reinforced concrete columns
  78. Performance-based fire design and the U.S. prescriptive guidelines: A comparative study
  79. A METHOD FOR MEASURING THE SENSITIVITY OF BUILDING STRUCTURAL MEMBERS TO FIRE DECAY PHASES
  80. Fire Performance of Columns Made of Normal and High Strength Concrete: A Comparative Analysis
  81. Fire fragility curves for steel buildings in a community context: A methodology
  82. Experimental tests and numerical modelling on slender steel columns at high temperatures
  83. Loadbearing capacity criteria in fire resistance testing
  84. ANALYSIS OF A CONCRETE BUILDING EXPOSED TO NATURAL FIRE
  85. SENSITIVITY OF STRUCTURES TO FIRE DECAY PHASES, Quantitative comparison of structural components made of different materials
  86. Urban Infrastructure Resilience to Fire Disaster: An Overview
  87. A performance indicator for structures under natural fire
  88. A plastic-damage model for concrete in fire: Applications in structural fire engineering
  89. Tools for Measuring a City’s Resilience in a Fire Following Earthquake Scenario
  90. Effective stress method to be used in beam finite elements to take local instabilities into account
  91. A multiaxial constitutive model for concrete in the fire situation: Theoretical formulation
  92. Structural behaviour of concrete columns under natural fires
  93. Numerical analysis of partially fire protected composite slabs
  94. Large-scale fire test of unprotected cellular beam acting in membrane action
  95. A formulation of the Eurocode 2 concrete model at elevated temperature that includes an explicit term for transient creep
  96. Validation of the Advanced Calculation Model SAFIR through DIN EN 1991-1-2 Procedure
  97. Large-Scale Fire Test of Unprotected Cellular Beam Acting in Membrane Action
  98. Collapse of concrete columns during and after the cooling phase of a fire
  99. Effect of Transient Creep Strain Model on the Behavior of Concrete Columns Subjected to Heating and Cooling