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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Main Authors: C. Oktay Azeloglu, Ayse Edincliler, Ahmet Sagirli
Format: Article
Language:English
Published: Hindawi Limited 2014-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2014/682647
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spelling 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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