Bridge aseismic design method based on response surface model

A response surface model, seismic design technology, applied in design optimization/simulation, calculation, special data processing applications, etc., can solve the problems of difficult to determine the optimal value of parameters, high construction cost, large waste of time cost, etc. , to achieve the effect of improving design efficiency, improving bridge safety factor, and reducing design time cost

Active Publication Date: 2019-01-15
CHINA RAILWAY ERYUAN ENG GRP CO LTD
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Problems solved by technology

[0003] The technical problem to be solved by the present invention is that in the existing bridge design process, the design process is complicated, and it is difficult to determine the optimal value of each parameter. It is difficult to achieve economical efficiency under the premise, the calculation is cumbersome, the waste of time and cost is large, and the construction cost is high. A bridge seismic design method based on the response surface model is provided.

Method used

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  • Bridge aseismic design method based on response surface model
  • Bridge aseismic design method based on response surface model
  • Bridge aseismic design method based on response surface model

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Embodiment 1

[0028] A bridge seismic design method based on response surface model, such as figure 1 shown, including the following steps:

[0029] (1) Determine the bridge type to be designed, and determine the design parameters and the corresponding value ranges of each design parameter according to the bridge type;

[0030] (2) Combining all the above parameters by means of permutation and combination, establishing a sample library of design parameters for this type of bridge, and establishing a finite element analysis model for the parameters of each group of samples;

[0031] (3) Establish a seismic sample library according to the randomness of the ground motion input parameters; the ground motion input parameters include the amplitude, frequency characteristics, and duration of the ground motion caused by the earthquake;

[0032] (4) For the bridge finite element model corresponding to each group of samples, several seismic waves in the seismic motion sample library are used to carr...

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Abstract

The invention provides a bridge aseismic design method based on a response surface model, it can fully consider different bridge types and corresponding design parameters as well as ground motion intensity, by establishing the response surface model of bridge seismic failure probability, the adjustment range of each parameter of the bridge is obtained,when performance requirements are not met, facilitating the determination of the direction and scope of the adjustment, the tuning process is more intuitive through the model, thus, the optimum value of each design parameter of the bridge can beobtained quickly and conveniently, the design capacity of the bridge can be optimized, the safety coefficient of the bridge can be improved, the service life can be prolonged, the practicability is strong, the calculation process is simple, the design time cost is greatly reduced, the design efficiency can be improved under the condition of meeting the seismic demand of the bridge, and the bridgehas excellent application prospect.

Description

technical field [0001] The invention relates to the technical field of bridge anti-seismic design, in particular to a bridge anti-seismic design method based on a response surface model. Background technique [0002] When designing a bridge, there are many parameters. As the bridge structure becomes more and more complex and the surrounding environment characteristics change, the process of selecting design parameters and adjusting the value of design parameters becomes more and more complicated and cumbersome. Therefore, in the design process of large bridges, the required parameters and the approximate value range of each parameter are usually determined based on experience, and the values ​​of each parameter that meet the requirements are obtained through finite element calculations. However, there is inevitably room for optimization in each parameter value. If optimization is performed, the calculation process may be too complicated, which directly leads to difficulty in...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/13G06F30/23
Inventor 杨国静董俊曾永平郑晓龙陶奇徐昕宇苏延文庞林颜永逸周川江
Owner CHINA RAILWAY ERYUAN ENG GRP CO LTD
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