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Energy dissipation and shock absorption optimization design method

An optimized design and energy dissipation technology, applied in earthquake resistance, calculation, special data processing applications, etc., can solve the problems such as the inability to effectively achieve safety benefits and economic effects, consume a lot of time and energy, and achieve a concise and cost-effective programming process. Time-consuming and easy to adjust the effect of later parameters

Inactive Publication Date: 2014-10-15
TONGJI UNIV
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Problems solved by technology

The optimal design of energy-dissipating and shock-absorbing structures is often obtained by comparing and analyzing the calculation results of different schemes within a limited number of times, so there must be a lot of repetitive work
Especially for buildings with many floors and complex forms, such as high-rises and super high-rises, it takes a lot of time and energy to adopt the conventional design method of energy-dissipating and shock-absorbing structures, and the results obtained are also optimization within a limited range. Effectively realize the double maximization of safety benefit and economic effect

Method used

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  • Energy dissipation and shock absorption optimization design method

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Embodiment 1

[0034] Embodiment 1: The method is mainly composed of three parts: a pre-processing part, a loop call optimization part, and a post-processing part. Among them, the cycle call optimization part is two parts before and after the optimization of the genetic algorithm and the anti-seismic checking calculation; the optimization of the genetic algorithm includes the inner cycle of the population.

[0035] (1) The pre-processing department, according to the current "Code for Seismic Design of Buildings" and other regulations, determines the seismic fortification target of the original structure; and conducts mode decomposition response spectrum method or time history analysis on the original structure; Determine the performance level of energy-dissipating and shock-absorbing structures.

[0036] Using the finite element element model of the original structure established above, set the calculation results of seismic waves and other parameters to estimate the corresponding parameters...

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Abstract

The invention relates to an energy dissipation and shock absorption optimization design method which is a joint optimization design method developed based on an MATLAB (matrix laboratory) genetic algorithm toolbox and an SAP2000 finite element program platform. The method includes a preprocessing part, a cycle call optimization part and a post-processing part; the cycle call optimization part is genetic algorithm optimization and anti-seismic checking calculation, and the preprocessing part is used for determining related parameters and codes and establishing an original model and initialized populations for the cycle call optimization part; the cycle call optimization part is realized through the genetic algorithm toolbox GATBX and SAP2000API function compilation, optimum individual are selected, and the post-processing part is used for extracting and processing optimization results to generate a corresponding calculation sheet. The characteristics of the genetic algorithm used in multi-objective problem optimization and a finite element program used in structural energy dissipation and shock absorption reinforcement analysis are integrated, and the method has bigger advantages than a conventional energy dissipation and shock absorption design method.

Description

technical field [0001] The object of the invention relates to a method for optimizing the design of an energy-dissipating and shock-absorbing structure by using a genetic algorithm, and belongs to the technical field of anti-seismic and energy-dissipating and shock-absorbing engineering structures. Background technique [0002] The traditional anti-seismic strengthening technology mainly relies on improving the anti-seismic performance of the structure itself, such as increasing the cross-sectional area of ​​the component, etc., and relying on the elastic-plastic deformation of the structure itself to dissipate the seismic energy. This is a passive anti-seismic countermeasure, without the ability of self-regulation and self-control. Although this "hard and hard" anti-seismic method has guaranteed to a certain extent that the house will not collapse during the earthquake, it has been proved that the damage to the house is very serious. As a kind of passive control technology...

Claims

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Application Information

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IPC IPC(8): G06F17/50E04B1/98
Inventor 李俊卫常颖李超翁大根李海
Owner TONGJI UNIV
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