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This study considers a multi-storey composite frame subject to a fire which travels vertically between three floors.
Finally, as an example of the application of the PDEM, a 20-storey frame subject to wind loading is investigated in detail.
Finally, two examples, including a frame building demolished by a controlled explosion and a scaled model structure of an RC moment frame subject to an earthquake, are presented to verify the impact models and simulation system and to reveal the collapse mechanism of RC moment frame structures subjected to abnormal loadings.
Therefore, the advantage of RNC in the multicast/broadcast network is that no unnecessarily redundant transmission can be made as long as a common uplink feedback channel is available to indicate if all users have successfully received the frame subject to RNC.
Frame subject with full face, front view, eyes open.
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The third is a two-story three-dimensional frame subjected to earthquake loadings outside the principal directions of the frame.
Finally, the model is applied to analyze the global behavior of a prototype RC frame subjected to compartment fires.
The objective of the present work is to evaluate the integrated reliability of multistoried space frame subjected to random earthquake.
The collapse modes and load redistribution scheme of the frame subjected to different load ratios and fire locations are investigated.
Four specimens of semi-rigid CFST frames with external SCWPs and one specimen of pure semi-rigid CFST frame subjected to low-cyclic loading were conducted.
The reliability analysis of a moment-resisting steel frame subjected to El-Centro-like earthquake demonstrates the effectiveness, accuracy and application of the numerical method.
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