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