Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation

With the wide use and longer life cycle of tower crane, the risk of coming across earthquake during service period increases. Hence, the seismic responses and dynamic characteristics of tower crane are becoming more important. In this paper, seismic responses and dynamic characteristics of boom towe...

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Main Authors: Gang Yao, Hang Li, Yang Yang, Wei Pu
Format: Article
Language:English
Published: JVE International 2019-02-01
Series:Journal of Vibroengineering
Subjects:
Online Access:https://www.jvejournals.com/article/19626
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spelling doaj-339bd9fb1fa24ee2a144bd666aaf0d5a2020-11-24T22:01:25ZengJVE InternationalJournal of Vibroengineering1392-87162538-84602019-02-0121115416910.21595/jve.2018.1962619626Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitationGang Yao0Hang Li1Yang Yang2Wei Pu3Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing, ChinaKey Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing, ChinaKey Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing, ChinaChina Construction Second Engineering Bureau Ltd, Beijing, ChinaWith the wide use and longer life cycle of tower crane, the risk of coming across earthquake during service period increases. Hence, the seismic responses and dynamic characteristics of tower crane are becoming more important. In this paper, seismic responses and dynamic characteristics of boom tower crane were analyzed basing on measured strong earthquake excitation. The finite-element models of boom tower crane were established on Ansys platform. Key locations of max stress with different working conditions were confirmed. The stress and displacement of key nodes were compared and analyzed in time-history response with measured earthquake excitation. It was found that the sensitivities of different modes to the change of jib angle were distinct. Meanwhile the change of jib had a greater effect on dynamic characteristics of tower crane than the change of required lift capacity. When the jib was in small angle, numerical results showed that the lifting heavy object could be regarded as inertial damper, which absorbed earthquake energy and reduced displacement of tower crane partly. The results are of practical significance for seismic design and the layout of stability monitoring stations in tower crane.https://www.jvejournals.com/article/19626boom tower craneearthquake excitationseismic responsedynamic characteristic
collection DOAJ
language English
format Article
sources DOAJ
author Gang Yao
Hang Li
Yang Yang
Wei Pu
spellingShingle Gang Yao
Hang Li
Yang Yang
Wei Pu
Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
Journal of Vibroengineering
boom tower crane
earthquake excitation
seismic response
dynamic characteristic
author_facet Gang Yao
Hang Li
Yang Yang
Wei Pu
author_sort Gang Yao
title Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
title_short Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
title_full Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
title_fullStr Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
title_full_unstemmed Seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
title_sort seismic responses and dynamic characteristics of boom tower crane basing on measured strong earthquake excitation
publisher JVE International
series Journal of Vibroengineering
issn 1392-8716
2538-8460
publishDate 2019-02-01
description With the wide use and longer life cycle of tower crane, the risk of coming across earthquake during service period increases. Hence, the seismic responses and dynamic characteristics of tower crane are becoming more important. In this paper, seismic responses and dynamic characteristics of boom tower crane were analyzed basing on measured strong earthquake excitation. The finite-element models of boom tower crane were established on Ansys platform. Key locations of max stress with different working conditions were confirmed. The stress and displacement of key nodes were compared and analyzed in time-history response with measured earthquake excitation. It was found that the sensitivities of different modes to the change of jib angle were distinct. Meanwhile the change of jib had a greater effect on dynamic characteristics of tower crane than the change of required lift capacity. When the jib was in small angle, numerical results showed that the lifting heavy object could be regarded as inertial damper, which absorbed earthquake energy and reduced displacement of tower crane partly. The results are of practical significance for seismic design and the layout of stability monitoring stations in tower crane.
topic boom tower crane
earthquake excitation
seismic response
dynamic characteristic
url https://www.jvejournals.com/article/19626
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AT hangli seismicresponsesanddynamiccharacteristicsofboomtowercranebasingonmeasuredstrongearthquakeexcitation
AT yangyang seismicresponsesanddynamiccharacteristicsofboomtowercranebasingonmeasuredstrongearthquakeexcitation
AT weipu seismicresponsesanddynamiccharacteristicsofboomtowercranebasingonmeasuredstrongearthquakeexcitation
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