Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling
This paper is concerned with the verification of mathematical modeling of the container cranes under earthquake loadings with shake table test results. Comparison of the shake table tests with the theoretical studies has an important role in the estimation of the seismic behavior of the engineering...
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Hindawi Limited
2014-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2014/682647 |
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doaj-d35f6dc75bd34d3b920a31fddf603c582020-11-24T22:38:48ZengHindawi LimitedShock and Vibration1070-96221875-92032014-01-01201410.1155/2014/682647682647Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical ModelingC. Oktay Azeloglu0Ayse Edincliler1Ahmet Sagirli2Department of Mechanical Engineering, Yildiz Technical University, 34349 Istanbul, TurkeyDepartment of Earthquake Engineering, Kandilli Observatory and Earthquake Research Institute, Bogazici University, 34684 Istanbul, TurkeyDepartment of Mechanical Engineering, Yildiz Technical University, 34349 Istanbul, TurkeyThis paper is concerned with the verification of mathematical modeling of the container cranes under earthquake loadings with shake table test results. Comparison of the shake table tests with the theoretical studies has an important role in the estimation of the seismic behavior of the engineering structures. For this purpose, a new shake table and mathematical model were developed. Firstly, a new physical model is directly fixed on the shake table and the seismic response of the container crane model against the past earthquake ground motion was measured. Secondly, a four degrees-of-freedom mathematical model is developed to understand the dynamic behaviour of cranes under the seismic loadings. The results of the verification study indicate that the developed mathematical model reasonably represents the dynamic behaviour of the crane structure both in time and frequency domains. The mathematical model can be used in active-passive vibration control studies to decrease structural vibrations on container cranes.http://dx.doi.org/10.1155/2014/682647 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
C. Oktay Azeloglu Ayse Edincliler Ahmet Sagirli |
spellingShingle |
C. Oktay Azeloglu Ayse Edincliler Ahmet Sagirli Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling Shock and Vibration |
author_facet |
C. Oktay Azeloglu Ayse Edincliler Ahmet Sagirli |
author_sort |
C. Oktay Azeloglu |
title |
Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling |
title_short |
Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling |
title_full |
Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling |
title_fullStr |
Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling |
title_full_unstemmed |
Investigation of Seismic Behavior of Container Crane Structures by Shake Table Tests and Mathematical Modeling |
title_sort |
investigation of seismic behavior of container crane structures by shake table tests and mathematical modeling |
publisher |
Hindawi Limited |
series |
Shock and Vibration |
issn |
1070-9622 1875-9203 |
publishDate |
2014-01-01 |
description |
This paper is concerned with the verification of mathematical modeling of the container cranes under earthquake loadings with shake table test results. Comparison of the shake table tests with the theoretical studies has an important role in the estimation of the seismic behavior of the engineering structures. For this purpose, a new shake table and mathematical model were developed. Firstly, a new physical model is directly fixed on the shake table and the seismic response of the container crane model against the past earthquake ground motion was measured. Secondly, a four degrees-of-freedom mathematical model is developed to understand the dynamic behaviour of cranes under the seismic loadings. The results of the verification study indicate that the developed mathematical model reasonably represents the dynamic behaviour of the crane structure both in time and frequency domains. The mathematical model can be used in active-passive vibration control studies to decrease structural vibrations on container cranes. |
url |
http://dx.doi.org/10.1155/2014/682647 |
work_keys_str_mv |
AT coktayazeloglu investigationofseismicbehaviorofcontainercranestructuresbyshaketabletestsandmathematicalmodeling AT ayseedincliler investigationofseismicbehaviorofcontainercranestructuresbyshaketabletestsandmathematicalmodeling AT ahmetsagirli investigationofseismicbehaviorofcontainercranestructuresbyshaketabletestsandmathematicalmodeling |
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