Method for designing progressive collapse-resisting frame structure
A framework and capability technology, which is applied in the design field of the continuous collapse resistance of the frame structure due to man-made accidents, can solve the problems of no design method and the inability to realize the continuous collapse resistance, achieve high accuracy and reliability, improve design efficiency, and simple design method. easy effect
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Embodiment 1
[0056] Example 1 (Design of anti-seismic continuous collapse)
[0057] Embodiment 1 is to carry out frame design to certain school building, and the seismic fortification intensity of this school location area is seven degrees, and design basic seismic acceleration is 0.15g, and design earthquake grouping is the first group, and building antiseismic fortification category is B class, and building structure is safe The grade is two. The following are the specific design steps:
[0058] 1) Carry out conventional structural calculation and analysis to obtain a simplified frame diagram (such as figure 1 shown) and reinforcement envelope diagram (such as figure 2 shown).
[0059] 2) Using the static nonlinear finite element collapse analysis method to analyze the collapse of the initial model of the frame, the load combination considers "1.0 dead load + 0.50 live load + 1.0 horizontal earthquake", the material strength takes the standard value, and the large earthquake is consi...
Embodiment 2
[0071] Example 2 (Design against continuous collapse due to man-made accidents)
[0072] Embodiment 2 is a reinforcement design for a certain school, the seismic fortification intensity of the area is seven degrees, the design basic seismic acceleration is 0.15g, the design earthquake grouping is the first group, the building anti-seismic fortification category is B, and the building structure safety level is two . Its frame diagram is as follows figure 1 .
[0073] 1) Carry out conventional structural calculation and analysis to obtain a simplified frame diagram (such as figure 1 shown) and reinforcement envelope diagram (such as figure 2 shown).
[0074] 2) Obtain the initial model of collapse analysis after removing the side columns, and use the static nonlinear finite element collapse analysis method to analyze and calculate the initial model of the collapse analysis of the frame when the side columns are removed. The load combination considers 1.0 dead load + 0.5 li...
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