Method for designing progressive collapse-resisting frame structure
A frame structure and design method technology, applied in calculation, building components, building structure, etc., can solve problems such as inability to achieve progressive collapse resistance, no design method, etc., to achieve improved design efficiency, high accuracy and reliability, and design The effect of the method is simple and easy
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Embodiment 1
[0056] Embodiment 1 (design of anti-seismic continuous collapse)
[0057] Embodiment 1 is to carry out frame design to a certain school building, and the seismic fortification intensity of the area where the school is located is seven degrees, the design basic seismic acceleration is 0.15g, the design earthquake grouping is the first group, the building's seismic fortification category is Class B, and the 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) Use 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 condition + 1.0 horizontal earthquake", and the material strength takes the standard value. Con...
Embodiment 2
[0071] Embodiment 2 (design of anti-man-made accident continuous collapse)
[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 Class 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 l...
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