Seismic Model Parameter Optimization for Building Structures

Structural dynamic modeling is a key element in the analysis of building behavior for different environmental factors. Having this in mind, the authors propose a simple nonlinear model for studying the behavior of buildings in the case of earthquakes. Structural analysis is a key component of seismi...

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Main Authors: Lengyel Károly, Ovidiu Stan, Liviu Miclea
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Sensors
Subjects:
DE
PSO
Online Access:https://www.mdpi.com/1424-8220/20/7/1980
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spelling doaj-374ab13fc8e94793be589e13bed4481e2020-11-25T01:45:56ZengMDPI AGSensors1424-82202020-04-01201980198010.3390/s20071980Seismic Model Parameter Optimization for Building StructuresLengyel Károly0Ovidiu Stan1Liviu Miclea2Department of Automation, Faculty of Automation and Computer Science, Technical University of Cluj-Napoca, Memorandumului Str. 28, 400014 Cluj-Napoca, RomaniaDepartment of Automation, Faculty of Automation and Computer Science, Technical University of Cluj-Napoca, Memorandumului Str. 28, 400014 Cluj-Napoca, RomaniaDepartment of Automation, Faculty of Automation and Computer Science, Technical University of Cluj-Napoca, Memorandumului Str. 28, 400014 Cluj-Napoca, RomaniaStructural dynamic modeling is a key element in the analysis of building behavior for different environmental factors. Having this in mind, the authors propose a simple nonlinear model for studying the behavior of buildings in the case of earthquakes. Structural analysis is a key component of seismic design and evaluation. It began more than 100 years ago when seismic regulations adopted static analyzes with lateral loads of about 10% of the weight of the structure. Due to the dynamics and non-linear response of the structures, advanced analytical procedures were implemented over time. The authors’ approach is the following: having a nonlinear dynamic model (in this case, a multi-segment inverted pendulum on a cart with mass-spring-damper rotational joints) and at least two datasets of a building, the parameters of the building’s model are estimated using optimization algorithms: Particle Swarm Optimization (PSO) and Differential Evolution (DE). Not having much expertise on structural modeling, the present paper is focused on two aspects: the proposed model’s performance and the optimization algorithms performance. Results show that among these algorithms, the DE algorithm outperformed its counterpart in most situations. As for the model, the results show us that it performs well in prediction scenarios.https://www.mdpi.com/1424-8220/20/7/1980structural dynamic modelingoptimizationDEPSOparameter estimationextended Kalman filter
collection DOAJ
language English
format Article
sources DOAJ
author Lengyel Károly
Ovidiu Stan
Liviu Miclea
spellingShingle Lengyel Károly
Ovidiu Stan
Liviu Miclea
Seismic Model Parameter Optimization for Building Structures
Sensors
structural dynamic modeling
optimization
DE
PSO
parameter estimation
extended Kalman filter
author_facet Lengyel Károly
Ovidiu Stan
Liviu Miclea
author_sort Lengyel Károly
title Seismic Model Parameter Optimization for Building Structures
title_short Seismic Model Parameter Optimization for Building Structures
title_full Seismic Model Parameter Optimization for Building Structures
title_fullStr Seismic Model Parameter Optimization for Building Structures
title_full_unstemmed Seismic Model Parameter Optimization for Building Structures
title_sort seismic model parameter optimization for building structures
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2020-04-01
description Structural dynamic modeling is a key element in the analysis of building behavior for different environmental factors. Having this in mind, the authors propose a simple nonlinear model for studying the behavior of buildings in the case of earthquakes. Structural analysis is a key component of seismic design and evaluation. It began more than 100 years ago when seismic regulations adopted static analyzes with lateral loads of about 10% of the weight of the structure. Due to the dynamics and non-linear response of the structures, advanced analytical procedures were implemented over time. The authors’ approach is the following: having a nonlinear dynamic model (in this case, a multi-segment inverted pendulum on a cart with mass-spring-damper rotational joints) and at least two datasets of a building, the parameters of the building’s model are estimated using optimization algorithms: Particle Swarm Optimization (PSO) and Differential Evolution (DE). Not having much expertise on structural modeling, the present paper is focused on two aspects: the proposed model’s performance and the optimization algorithms performance. Results show that among these algorithms, the DE algorithm outperformed its counterpart in most situations. As for the model, the results show us that it performs well in prediction scenarios.
topic structural dynamic modeling
optimization
DE
PSO
parameter estimation
extended Kalman filter
url https://www.mdpi.com/1424-8220/20/7/1980
work_keys_str_mv AT lengyelkaroly seismicmodelparameteroptimizationforbuildingstructures
AT ovidiustan seismicmodelparameteroptimizationforbuildingstructures
AT liviumiclea seismicmodelparameteroptimizationforbuildingstructures
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