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Post-Fire Evaluation of the New Zealand International Convention Centre
In October 2019, the largest fire in a commercial building in New Zealand since 1947 burned for over ten days through the roof and upper floor of the...
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Post fire performance of galvanized cylindrical shells for buckling failure
This study examines the impact of anti-fire paint with different thicknesses of 100, 200, and 400 microns on the post-fire behavior of cylindrical...
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Post-fire Material Response of Structural Aluminum Alloys
Fire safety is one of the key considerations in the design of aluminum alloy structures. In the case of a fire, the temperature of aluminum alloy...
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Post-fire Seismic Performance of Low-Yielding-Steel Plate Shear Wall Systems
In this study, the post-fire seismic behaviour of steel structures with a special low-yielding steel plate shear wall system was investigated. Three...
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Post-fire behaviour of screwed CFS frames protected by intumescent coatings
Thinner and lower-cost building elements have begun to be developed as technology advances around the world and in our country. Cold-formed steel...
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Bayesian Updating Methodology for the Post-fire Evaluation of the Maximum Temperature Profile Inside Concrete Elements
The post-fire assessment of concrete structures is a complex task that requires the integration of multiple measurements from different techniques....
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Residual Post-fire Strength of Shear Studs in Composite Beams with Solid Slabs
Composite steel–concrete beams are employed in buildings and bridges, which may experience elevated temperatures in case of fire. The residual...
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An Experimental Evaluation on the Fire Resistance and Post-fire Structural Performance of Concrete Filled Steel Tube Columns
In this study, the test was conducted in two steps to evaluate the fire resistance performance and post-fire structural performance of the...
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Insulation effect on post-earthquake fire punching shear behavior of slab–column connections
This research work numerically investigates effect of insulation on the punching shear behavior of interior GFRP-reinforced slab–column connections...
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Value of Information Applied to the Post-fire Assessment of Concrete Slabs
Post-fire assessment of concrete structures currently relies heavily on expert judgement. Thus, whether or not tests are performed as part of the...
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Post-Fire Performance of Butt-Welded Connections in ST-37 Steel
In light of the weakness of steel structures against fire and the welding process in steel structures connections, realizing the post-fire behavior...
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High temperature effects on the properties of limestones: post-fire diagnostics and material’s durability
The research aims at investigating the temperature dependency of important properties of construction limestones, in the temperature range that could...
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Bending performance of post-fire lightweight polyethylene metal sandwich panels
This paper investigated the bending performance of post-fire lightweight polyethylene metal sandwich panels with different aspect ratios and span...
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The Post-fire Assessment of Steel Structures, a Reliability-Based Semi-probabilistic Approach
For the post-fire safety evaluation of metal structures or parts thereof, we still rely too often on experiential and non-scientific methods, as...
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A Probabilistic Evaluation of Surface Loading and Concentration as Metrics for Post Structural Fire Assessment Soot Sampling Data
Surface sampling and laboratory analysis for soot/combustion particulates was conducted following a fire at an education/research facility in the...
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Post-fire Bond Behaviors Between Grout and Steel Rebar
Firstly, according to the theoretical analysis, the force mechanism and failure modes were assured for the bond behavior between grout and steel...
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Post-fire Study on Mechanical Properties of Damaged Ultra-high Strength Concrete
In order to study the effect of steel tube, pre-load and temperature on residual performance of heated ultra-high strength concrete (UHSC), an...
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Post-fire Damage Assessment of Buildings at the Wildland Urban Interface
Wildfires are considered one of the costliest natural hazards in Canada. Significant fire events that occurred had threatened and destroyed buildings...
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Experimental Investigation on the Post-fire Behavior of Fillet Welds in the Welded Connections
The post-fire behavior of welded connections is defined as the decrease in strength after exposure to a complete heating and cooling process. This...
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Experimental Study on Fire Resistance Performance of Damaged Post-beam Mortise-Tenon JointS
In order to study the fire resistance performance of damaged post-beam mortise-tenon joints, three mortise-tenon joints without damage and three...