Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes

Ship-to-shore (STS) container gantry cranes, used at terminals for loading and unloading containers from a ship, are an important part of harbor structures. The size and weight of modern STS container cranes are increasing to satisfy the demand for bigger ships. This is expected to result in more la...

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Main Authors: Quang Huy Tran, Jungwon Huh, Van Bac Nguyen, Achintya Haldar, Choonghyun Kang, Kyeong Min Hwang
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/2176894
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author Quang Huy Tran
Jungwon Huh
Van Bac Nguyen
Achintya Haldar
Choonghyun Kang
Kyeong Min Hwang
author_facet Quang Huy Tran
Jungwon Huh
Van Bac Nguyen
Achintya Haldar
Choonghyun Kang
Kyeong Min Hwang
author_sort Quang Huy Tran
collection DOAJ
description Ship-to-shore (STS) container gantry cranes, used at terminals for loading and unloading containers from a ship, are an important part of harbor structures. The size and weight of modern STS container cranes are increasing to satisfy the demand for bigger ships. This is expected to result in more lateral load when excited by seismic motions. The existing Korean STS container cranes did not behave properly during several recent moderate earthquakes in South Korea. Typical Korean STS container cranes must be checked for the earthquake-resistant capacity. In this research, two nonlinear static analyses procedures, also known as pushover analyses, commonly used for seismic design of buildings, namely, capacity spectrum method and equivalent linearization method, are comprehensively studied to check their suitability for studying seismic behavior of STS cranes. Results obtained by these two nonlinear static analysis methods are then compared with the results obtained by nonlinear time-history analyses of the STS cranes by exciting them with nine recorded earthquake time histories around worldwide. The behaviors of the cranes are analyzed in terms of the total base shear, drift, and base uplift. The comparisons indicate that the nonlinear static methods can be appropriate for estimating the total base shear and drift of the portal frame of a container crane. The pushover analyses also provide information on performance levels as defined in ASCE/SEI 41-13, of a typical Korean STS container crane. Furthermore, it is observed that the uplift response of the crane is strongly influenced by the duration of an earthquake.
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spelling doaj-art-e022ed435ab6428b90727d84487905e12025-02-03T01:12:57ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/21768942176894Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container CranesQuang Huy Tran0Jungwon Huh1Van Bac Nguyen2Achintya Haldar3Choonghyun Kang4Kyeong Min Hwang5Department of Civil and Environmental Engineering, Chonnam National University, Yeosu 59626, Republic of KoreaDepartment of Civil and Environmental Engineering, Chonnam National University, Yeosu 59626, Republic of KoreaDepartment of Civil and Environmental Engineering, Chonnam National University, Yeosu 59626, Republic of KoreaDepartment of Civil Engineering and Engineering Mechanics, University of Arizona, Tucson, AZ 85721, USADepartment of Civil and Environmental Engineering, Chonnam National University, Yeosu 59626, Republic of KoreaKorea Electric Power Corporation Research Institute, Yuseong-Gu, Republic of KoreaShip-to-shore (STS) container gantry cranes, used at terminals for loading and unloading containers from a ship, are an important part of harbor structures. The size and weight of modern STS container cranes are increasing to satisfy the demand for bigger ships. This is expected to result in more lateral load when excited by seismic motions. The existing Korean STS container cranes did not behave properly during several recent moderate earthquakes in South Korea. Typical Korean STS container cranes must be checked for the earthquake-resistant capacity. In this research, two nonlinear static analyses procedures, also known as pushover analyses, commonly used for seismic design of buildings, namely, capacity spectrum method and equivalent linearization method, are comprehensively studied to check their suitability for studying seismic behavior of STS cranes. Results obtained by these two nonlinear static analysis methods are then compared with the results obtained by nonlinear time-history analyses of the STS cranes by exciting them with nine recorded earthquake time histories around worldwide. The behaviors of the cranes are analyzed in terms of the total base shear, drift, and base uplift. The comparisons indicate that the nonlinear static methods can be appropriate for estimating the total base shear and drift of the portal frame of a container crane. The pushover analyses also provide information on performance levels as defined in ASCE/SEI 41-13, of a typical Korean STS container crane. Furthermore, it is observed that the uplift response of the crane is strongly influenced by the duration of an earthquake.http://dx.doi.org/10.1155/2018/2176894
spellingShingle Quang Huy Tran
Jungwon Huh
Van Bac Nguyen
Achintya Haldar
Choonghyun Kang
Kyeong Min Hwang
Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
Advances in Civil Engineering
title Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
title_full Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
title_fullStr Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
title_full_unstemmed Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
title_short Comparative Study of Nonlinear Static and Time-History Analyses of Typical Korean STS Container Cranes
title_sort comparative study of nonlinear static and time history analyses of typical korean sts container cranes
url http://dx.doi.org/10.1155/2018/2176894
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