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This paper presents the experimental results for a series of H steel columns under fire load.
The results of this study will be useful for consequence structural analysis under fire load considering PFP effects.
The behavior of this type of connection under service load and seismic load has been studied extensively; however, the knowledge of its performance under fire load is limited.
To examine the structural behavior of this type of steel columns under fire load, a total of 24 stub column specimens, including both box columns and H columns, reached their limit states due to axial load under fire condition.
Because knowledge of the behavior of high-strength bolts while under fire is insufficient, there is further need to establish the behavior of high-strength bolt while under fire load.
The objective of this paper was to introduce more advanced and practical procedures for fire load application methods considering the effects of Passive fire protection (PFP) with the motivation to nonlinear structural consequence analysis of FPSO topsides structures under fire load.
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In the present paper artificial neural networks are used for predicting the temperatures in timber under fire loading.
The results support better understanding of the response of steel moment-resisting frames with RBS connections under fire loads.
In this paper, the experimental studies of the welded flange-bolted web moment connections under fire loads are presented.
The collapse of the World Trade Center Towers and other recent fires in tall buildings has motivated this study to understand the performance of structural frames under fire loading.
Understanding the behavior of steel frames under fire loading is critical since many recent events have demonstrated the vulnerability of steel frames to such hazard.
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