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A Method for Determining Design Parameters of Frame-Swing Wall Structures

A technology for design parameters and determination methods, applied in design optimization/simulation, genetic law, electrical digital data processing, etc., can solve the problem that the owner does not have, the frame-swing wall structure design method cannot provide a variety of alternative design solutions, etc. question

Active Publication Date: 2020-08-18
NINGBO UNIV +1
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] At present, the frame-swing wall structure design method cannot provide a variety of alternative design schemes, and the owner does not have enough room for choice

Method used

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  • A Method for Determining Design Parameters of Frame-Swing Wall Structures
  • A Method for Determining Design Parameters of Frame-Swing Wall Structures
  • A Method for Determining Design Parameters of Frame-Swing Wall Structures

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Embodiment Construction

[0048] The following are specific embodiments of the present invention and in conjunction with the accompanying drawings, further describe the technical solution of the present invention, but the present invention is not limited to these embodiments.

[0049] It should also be understood that the specific embodiments described here are only for understanding the present invention, and are not intended to limit the present invention.

[0050] figure 1 It is a flowchart of a method for determining design parameters of a frame-swing wall structure shown in an exemplary embodiment. The method for determining the design parameters of the frame-swing wall structure includes steps S101 to S105; the method for determining the design parameters of the frame-swing wall structure will be further explained and described below in conjunction with the accompanying drawings.

[0051] Step S101, establishing a mathematical model of the frame-swing wall structure.

[0052] Such as figure 2...

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Abstract

The invention provides a determination method for design parameters of a frame-swing wall structure, and relates to the technical field of frame-swing wall structures. The method comprises the following steps: S1, establishing a mathematical model of the frame-swing wall structure; S2, determining parameters of a genetic algorithm, and generating an initial population of the genetic algorithm; wherein each individual in the initial population represents an initial solution set of frame-swing wall structure design parameters; S3, determining a fitness value of each individual in the populationaccording to a preset constraint condition; s4, executing selection operation, crossover operation and mutation operation to obtain a next-generation population, and returning to the step S3 to calculate the fitness value of each individual in the new population; and S5, when a preset termination condition is satisfied, terminating the genetic algorithm to obtain a plurality of optimal solution sets of the design parameters for selection. According to the technical scheme, various optional design schemes can be provided.

Description

technical field [0001] The invention relates to the technical field of frame-swing wall structures, in particular to a method for determining design parameters of a frame-sway wall structure. Background technique [0002] The frame-swing wall system is composed of a frame and a swing wall structure; the frame-swing wall structure is a kind of swing structure, in which the swing wall can rotate in-plane around the connecting piece at the bottom of the wall. The release of the constraints at the bottom of the wall reduces the demand for the bearing capacity of the foundation, and at the same time can effectively avoid damage to the wall under earthquake action. The rocking wall with greater stiffness can effectively control the deformation mode of the structure and prevent deformation and damage concentration. It adopts the swing mechanism continuously distributed along the height of the structure to control the overall damage distribution mode of the structure, avoids the co...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/27G06F30/13G06N3/12G06F119/14
CPCG06N3/126
Inventor 李青倩盛涛陈跃孙筠律清
Owner NINGBO UNIV