首页|力修正迭代混合试验修正策略对比研究

力修正迭代混合试验修正策略对比研究

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力修正迭代混合试验是一种新型结构抗震性能研究方法,该方法有等效线性模型与等效Maxwell模型两种力修正策略.为对比研究两种力修正策略的物理子结构反力修正效果,以分别安装速度指数为0.1,0.3,0.5,0.7,0.9五种黏滞阻尼器的单层框架为研究对象,开展不同策略下力修正迭代混合试验数值模拟.结果表明,两种力修正策略均能有效修正物理子结构反力,提高迭代收敛速度,且黏滞阻尼器速度指数越大,修正效果越好;与等效Maxwell模型力修正相比,等效线性模型力修正策略表现更为突出.该研究可为力修正迭代混合试验的发展与应用提供参考.
Comparative Study on Correction Strategies of Force Correction Iterative Hybrid Testing
The force correction iterative hybrid testing is a new method to study the seismic per-formance of structures.The method has two force correction strategies:equivalent linear model and e-quivalent Maxwell model.In order to compare the force correction effects of the two force correction strategies,a single story frame with five viscous dampers with velocity indices of 0.1,0.3,0.5,0.7 and 0.9 was selected as the research object,and the force correction iterative hybrid testing numerical simulation of different correction strategies was carried out.The results show that the two force correc-tion strategies can effectively correct the physical substructure reaction and improve the iterative conver-gence speed,and the larger the velocity index of viscous damper,the better the correction effect.Com-pared with the force correction of the equivalent Maxwell model,the force correction strategy of the e-quivalent linear model is more prominent.This study can provide reference for the development and ap-plication of force correction iterative hybrid testing.

hybrid testingoffline iterationforce correctionviscous damper

郑欢、王涛、张佳辉

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广东理工学院建设学院,广东肇庆 526100

黑龙江科技大学建筑工程学院,黑龙江哈尔滨 150022

混合试验 离线迭代 力修正 黏滞阻尼器

国家自然科学基金项目

52278173

2024

佳木斯大学学报(自然科学版)
佳木斯大学

佳木斯大学学报(自然科学版)

影响因子:0.159
ISSN:1008-1402
年,卷(期):2024.42(3)
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