您所在的位置: 首页 >> 期刊 >> 建筑工程

建筑工程

《建筑工程》是IVY出版社旗下的一本关注建筑学理论与建筑设计发展的国际期刊,是建筑学理论与现代建筑工程技术相结合的综合性学术刊物。主要刊登有关建筑学研究进展的学术性论文和评论性文章。旨在为该领域内的专家、学者、科研人员提供一个良好的传播、分享和探讨建筑学理论及其进展的交流平台,反映学术前沿水平,促进学术交流,推进建筑学理论和设计方法的发展。本刊可接收中、英文稿件。其中,中文稿件要有详细的英文标题、作者、单位、摘要和关键词。初次投稿请作者按…… 【更多】 《建筑工程》是IVY出版社旗下的一本关注建筑学理论与建筑设计发展的国际期刊,是建筑学理论与现代建筑工程技术相结合的综合性学术刊物。主要刊登有关建筑学研究进展的学术性论文和评论性文章。旨在为该领域内的专家、学者、科研人员提供一个良好的传播、分享和探讨建筑学理论及其进展的交流平台,反映学术前沿水平,促进学术交流,推进建筑学理论和设计方法的发展。

本刊可接收中、英文稿件。其中,中文稿件要有详细的英文标题、作者、单位、摘要和关键词。初次投稿请作者按照稿件模板排版后在线投稿。稿件会经过严格、公正的同行评审步骤,录用的稿件首先发表在本刊的电子刊物上,然后高质量印刷发行。期刊面向全球公开征稿、发行,要求来稿均不涉密,文责自负。

ISSN Print:2329-8065

ISSN Online:2329-8081

Email:ae@ivypub.org

Website: http://www.ivypub.org/ae/

  0
  0

Paper Infomation

Research of Physical Parameter Identification and Damage Localization based on the Gibbs Sampling

Full Text(PDF, 851KB)

Author: Ziyan Wu, Zongming Cai, Shukui Liu

Abstract: A new method for structural physical parameter identification is proposed for linear structure. Firstly, a linear structural identification model was obtained based on a series of transformation of the dynamic characteristic equation. Then the posterior distribution of the model is obtained by the Bayesian updating theory. Using the structural modal parameters and considering their randomness, the structural stiffness parameter is obtained from the conditional posterior distribution of the linear structural identification model. The Gibbs sampling based on the Markov Chain Monte Carlo (MCMC) method is employed during the process. In order to illustrate the proposed method, a 3-DOF linear shear building is used as an example to detect and quantify its damage based on model data measured before and after a severe loading event. The research shows that damage level and locations can be identified with little error by using proposed method.

Keywords: Physical Parameters Identification; Damage Localization; MCMC Method; Gibbs Sampling

References:

[1]Gong M S, Li X H, Gao Y B, et al. Study on Probabilistic Identification Method of Structural Physical Parameter Based on Bayesian Estimation[J]. Applied Mechanics & Materials. 2014, 578-579(578-579): 1113-1117.

[2]Yuen K V, Mu H Q. Real-Time System Identification: An Algorithm for Simultaneous Model Class Selection and Parametric Identification[J]. Computer-Aided Civil and Infrastructure Engineering. 2015, 00(10): 785-801.

[3]Li X H, Xie L L, Gong M S. Structural physical parameter identification using Bayesian estimation with Markov Chain Monte Carlo method[J]. Journal of Vibration & Shock. 2010, 29(4): 59-63, 231.

[4]Ito M, Kogiso N. Parameter Estimation Method Using Bayesian Statistics Considering Uncertainty of Information for RBDO[Z]. 11th World Congress on Structural and Multidisciplinary Optimization. 2015.

[5]Beck J L, Katafygiotis L S. Updating Models and Their Uncertainties. I: Bayesian Statistical Framework: Journal of Engineering Mechanics: (ASCE)[J]. Journal of Engineering Mechanics. 1998, 124(4): 455-461.

[6]Beck J L, Au S K. Bayesian Updating of Structural Models and Reliability using Markov Chain Monte Carlo Simulation[J]. Journal of Engineering Mechanics. 2002, 128(4): 380-391.

[7]Ching J, Chen Y C. Transitional Markov Chain Monte Carlo Method for Bayesian Model Updating, Model Class Selection, and Model Averaging[J]. Journal of Engineering Mechanics. 2007, 133(7): 816-832.

[8]Ching J, Muto M, Beck J L. Structural Model Updating and Health Monitoring with Incomplete Modal Data Using Gibbs Sampler[J]. Computer-Aided Civil and Infrastructure Engineering. 2006, 21(4): 242-257.

[9]Yi W J, Wu G L, Xu L. Study on the uncertainty of model parameters by Bayesian method[J]. Jisuan Lixue Xuebao/chinese Journal of Computational Mechanics. 2006, 23(6): 700-705.

[10]Scott M L. Introduction to applied bayesian statistics and estimation for social scientist [M]. Springer New York, 2007: 311-312.

Privacy Policy | Copyright © 2011-2024 Ivy Publisher. All Rights Reserved.

Contact: customer@ivypub.org