Earthquake risk analysis method for underground structure of subway station

A technology for subway stations and underground structures, applied in data processing applications, special data processing applications, instruments, etc., can solve problems such as the inability to consider seismic hazards, numerical approximations, etc., and achieve the effect of accurate seismic risk assessment results

Pending Publication Date: 2022-05-13
DALIAN MARITIME UNIVERSITY
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  • Abstract
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AI Technical Summary

Problems solved by technology

[0003] The invention provides an earthquake risk analysis method for the underground structure of a subway station to overcome technical problems such as the inability to obtain an earthquake risk probability analysis function that considers the earthquake risk, numerical approximation, and model simplification resulting in cognitive uncertainty

Method used

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  • Earthquake risk analysis method for underground structure of subway station
  • Earthquake risk analysis method for underground structure of subway station
  • Earthquake risk analysis method for underground structure of subway station

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Embodiment Construction

[0049] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

[0050] This embodiment provides an earthquake risk analysis method for underground structures of subway stations, such as Figure 9 shown, including the following steps:

[0051] Step 1. Use the material and size parameters of the subway station structure as random variables to consider essential uncertainties. Combine the probability distributio...

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Abstract

The invention discloses an earthquake risk analysis method for an underground structure of a subway station, and the method comprises the steps: deducing a structural earthquake demand risk probability analytic function and an earthquake damage risk probability analytic function which comprehensively consider essential uncertainty and cognitive uncertainty from the perspective of uncertainty transmission; according to the method, the essential uncertainty of seismic oscillation, structural material size and the like can be considered, the cognitive uncertainty of seismic risk, numerical approximation, model simplification and the like is comprehensively considered, and the limitation of singly considering the cognitive uncertainty of the seismic vulnerability function in traditional analysis is avoided, so that a more accurate seismic risk assessment result can be obtained.

Description

technical field [0001] The invention relates to the field of earthquake risk analysis, in particular to an earthquake risk analysis method for underground structures of subway stations. Background technique [0002] At present, in the process of solving the seismic risk probability analysis function, only the essential uncertainty caused by the inherent randomness of uncertain factors, such as structural material strength, size, earthquake motion, etc., and the uncertainty caused by incomplete knowledge are considered. Detrimental cognitive uncertainty. At the same time, the commonly used seismic hazard analysis mostly uses the mean curve or quantile value curve based on the logic tree method to quantify its cognitive uncertainty, and it is also unable to obtain the cognitive uncertainty caused by seismic hazard, numerical approximation, and model simplification. Uncertain earthquake risk probability. Contents of the invention [0003] The invention provides an earthquak...

Claims

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Application Information

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IPC IPC(8): G06F30/13G06F30/23G06F17/13G06Q10/06G06F119/14
CPCG06F30/13G06F30/23G06F17/13G06Q10/0635G06F2119/14
Inventor 崔春义许民泽许成顺张鹏刘海龙王坤鹏赵经彤
Owner DALIAN MARITIME UNIVERSITY
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