Anti-seismic control design method for ribbed structure with three defensive lines
A technology of three lines of defense and design method, applied in the direction of earthquake resistance, building components, etc., to achieve the effect of less economic loss and ensure the safety of life
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Embodiment 1
[0024] Embodiment 1: as figure 1 As shown, the seismic control design method of the three lines of defense of the dense rib structure based on the dynamic reliability:
[0025] Step 1: Structural Design
[0026] According to the use place of the dense rib structure system, the composition form of each component is selected, in which the main frame is composed of section steel, section steel concrete, reinforced concrete beams and columns, and section steel, section steel concrete, and reinforced concrete with small section and bearing capacity are used in the main frame. The dividing strip divides several frames to form a grid cavity, and the grid cavity is a prefabricated block;
[0027] Step 2: Seismic Action
[0028] Select a ground acceleration power spectrum as the input earthquake action, combine the site category and design earthquake grouping, determine the parameter values of the power spectral density function and the earthquake duration, according to the seismic...
Embodiment 2
[0038] Embodiment 2: The present invention provides a design method for anti-seismic control of the three lines of defense of dense rib structure based on dynamic reliability:
[0039] Step 1: Structural Design
[0040] According to the use place of the dense rib structure system, the composition form of each component is selected, in which the main frame is composed of section steel, section steel concrete, reinforced concrete beam or column, and section steel, section steel concrete, reinforced concrete with small section and bearing capacity are used in the main frame. The dividing strip divides several frames to form a grid cavity, and the grid cavity is a prefabricated block;
[0041] Step 2: Seismic Action
[0042] Select a ground acceleration power spectrum as the input earthquake action, combine the site category and design earthquake grouping, determine the parameter values of the power spectral density function and the earthquake duration, according to the seismic...
Embodiment 3
[0062] Embodiment 3: The first step of the implementation process of the present invention is the preliminary design of the structure, the second step is the input of random earthquake action, the third step is the determination of the calculation model of the multi-channel seismic defense line of the dense rib structure, and the fourth step is the first transcendence failure based on the displacement The calculation of the dynamic reliability of the criterion (calculation index: interstory displacement angle) or the calculation of the dynamic reliability based on the cumulative damage damage criterion (calculation index: damage index), the fifth step is the structural design adjustment, if the reliability requirements are met, it will not be carried out Adjust, otherwise, after adjusting the structural design, calculate according to the process until the reliability requirements are met.
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