Mathematical modeling of gantry cranes under seismic excitation and verification with shake table tests
Assessment of dynamic behavior of the gantry cranes by using mathematical modeling and shaking table tests is the subject of this study. In this context, the study was carried out in two stages through theoretical and experimental studies. In the theoretical study, a four degrees-of-freedom nonlinea...
Saved in:
Published in | Mechanics based design of structures and machines Vol. 51; no. 8; pp. 4535 - 4546 |
---|---|
Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Taylor & Francis
03.08.2023
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Abstract | Assessment of dynamic behavior of the gantry cranes by using mathematical modeling and shaking table tests is the subject of this study. In this context, the study was carried out in two stages through theoretical and experimental studies. In the theoretical study, a four degrees-of-freedom nonlinear mathematical model which represents the seismic behavior of gantry cranes was developed. In the experimental study, a 1/50 scaled crane model of a prototype crane with respect to dynamic equivalence principle was designed and constructed. Within the scope of theoretical and experimental study, the real earthquake and sine sweep motions were used as input data. To verify the mathematical model, the results of the experimental study were used. Comparison of the mathematical model with the experimental study for the gantry crane structure showed reasonable results. This study shows that dynamic analysis can be done with mathematical modeling of this kind of cranes theoretically. In this way, the dynamic analysis required for a crane which is still in the design phase will be made in a short time and it will be possible to apply the necessary changes and see their effects. |
---|---|
AbstractList | Assessment of dynamic behavior of the gantry cranes by using mathematical modeling and shaking table tests is the subject of this study. In this context, the study was carried out in two stages through theoretical and experimental studies. In the theoretical study, a four degrees-of-freedom nonlinear mathematical model which represents the seismic behavior of gantry cranes was developed. In the experimental study, a 1/50 scaled crane model of a prototype crane with respect to dynamic equivalence principle was designed and constructed. Within the scope of theoretical and experimental study, the real earthquake and sine sweep motions were used as input data. To verify the mathematical model, the results of the experimental study were used. Comparison of the mathematical model with the experimental study for the gantry crane structure showed reasonable results. This study shows that dynamic analysis can be done with mathematical modeling of this kind of cranes theoretically. In this way, the dynamic analysis required for a crane which is still in the design phase will be made in a short time and it will be possible to apply the necessary changes and see their effects. |
Author | Azeloglu, C. Oktay Edincliler, Ayşe Kenan, Hamit |
Author_xml | – sequence: 1 givenname: C. Oktay orcidid: 0000-0001-5283-9447 surname: Azeloglu fullname: Azeloglu, C. Oktay email: azeloglu@yildiz.edu.tr organization: Department of Mechanical Engineering, Yildiz Technical University – sequence: 2 givenname: Hamit surname: Kenan fullname: Kenan, Hamit organization: Department of Mechanical Engineering, Yildiz Technical University – sequence: 3 givenname: Ayşe surname: Edincliler fullname: Edincliler, Ayşe organization: Department of Earthquake Engineering, Bogazici University, Kandilli Observatory and Earthquake Research Institute |
BookMark | eNp9kMtOwzAQRS0EEm3hE5D8Ayl-xskOVPGSitjA2nKccWtIHGQbSv-elBaWbOaOjnTv4kzRcRgCIHRByZySilxSyWuluJgzwuic1qWipTpCkx0vlBLs-O_n4hRNU3olhDFK-AStHk1eQ2-yt6bD_dBC58MKDw6vTMhxi200ARL-CC1EnMCn3lsMX9bnsTMEbEKLPyF6Nw78gI3Pa5zW5g1wNk03Xkg5naETZ7oE54ecoZfbm-fFfbF8untYXC8Ly2SVC2ZpI5WRvGTONkoZAk6UDatJzStRtpJwAWUNpSQWKgKsBELbWloxYkEknyG537VxSCmC0-_R9yZuNSV6Z0v_2tI7W_pga-xd7Xs-uCH2ZjPErtXZbLshulGB9Unz_ye-Af3rdHU |
Cites_doi | 10.1016/j.aej.2015.01.005 10.1016/0263-8223(94)00064-6 10.1007/s11071-009-9465-4 10.1177/1077546303009007007 10.1007/s11071-010-9868-2 10.1007/s11071-009-9500-5 10.1155/2015/247193 10.1177/1077546307077663 10.4028/www.scientific.net/AMR.445.1082 10.1016/j.proeng.2015.08.076 10.1109/TIE.2021.3055159 10.1115/1.1636786 10.1006/jsvi.1997.1067 10.1007/s11071-006-2425-3 10.1260/0263-0923.33.3.289 10.1201/9780367802295 10.1016/j.ijmecsci.2014.11.024 10.1007/s11071-008-9392-9 10.1061/40834(238)105 10.2514/6.2005-2259 10.1109/TIE.2019.2946541 10.1016/j.proeng.2011.04.448 10.1016/j.jsv.2008.03.058 10.1007/s11071-007-9297-z 10.1007/s11071-013-0774-2 10.1016/j.autcon.2010.11.007 10.1016/j.engstruct.2016.04.016 10.1002/tal.338 10.1155/2014/682647 10.1016/j.oceaneng.2012.06.013 10.1016/j.engfailanal.2016.05.008 |
ContentType | Journal Article |
Copyright | 2021 Taylor & Francis Group, LLC 2021 |
Copyright_xml | – notice: 2021 Taylor & Francis Group, LLC 2021 |
DBID | AAYXX CITATION |
DOI | 10.1080/15397734.2021.1967167 |
DatabaseName | CrossRef |
DatabaseTitle | CrossRef |
DatabaseTitleList | |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering |
EISSN | 1539-7742 |
EndPage | 4546 |
ExternalDocumentID | 10_1080_15397734_2021_1967167 1967167 |
Genre | Research Article |
GroupedDBID | .7F .QJ 0BK 29M 30N 4.4 5GY 5VS AAENE AAJMT AALDU AAMIU AAPUL AAQRR ABCCY ABDBF ABFIM ABHAV ABJNI ABLIJ ABPAQ ABPEM ABTAI ABXUL ABXYU ACGEJ ACGFS ACTIO ACUHS ADCVX ADGTB ADXPE AEISY AENEX AEOZL AEPSL AEYOC AFKVX AGDLA AGMYJ AHDZW AIJEM AJWEG AKBVH AKOOK ALMA_UNASSIGNED_HOLDINGS ALQZU AQRUH AVBZW AWYRJ BLEHA CCCUG CE4 CS3 DGEBU DKSSO DU5 EAP EBS EMK EPL EST ESX E~A E~B GEVLZ GTTXZ H13 HF~ HZ~ H~P I-F IPNFZ J.P KYCEM LJTGL M4Z MK~ ML~ NA5 NX~ O9- RIG RNANH ROSJB RTWRZ S-T SNACF TBQAZ TEN TFL TFT TFW TNC TTHFI TUROJ TUS TWF UT5 UU3 ZGOLN ~S~ AAGDL AAHIA AAYXX ADMLS ADYSH AFRVT AIYEW AMPGV CITATION |
ID | FETCH-LOGICAL-c258t-2c1b57a5362fcb77a0ef46b29093846d5034e69e650ce80e26e01d95c44e64053 |
ISSN | 1539-7734 |
IngestDate | Tue Jul 01 01:26:16 EDT 2025 Wed Dec 25 09:06:31 EST 2024 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 8 |
Language | English |
LinkModel | OpenURL |
MergedId | FETCHMERGED-LOGICAL-c258t-2c1b57a5362fcb77a0ef46b29093846d5034e69e650ce80e26e01d95c44e64053 |
ORCID | 0000-0001-5283-9447 |
PageCount | 12 |
ParticipantIDs | crossref_primary_10_1080_15397734_2021_1967167 informaworld_taylorfrancis_310_1080_15397734_2021_1967167 |
ProviderPackageCode | CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 2023-08-03 |
PublicationDateYYYYMMDD | 2023-08-03 |
PublicationDate_xml | – month: 08 year: 2023 text: 2023-08-03 day: 03 |
PublicationDecade | 2020 |
PublicationTitle | Mechanics based design of structures and machines |
PublicationYear | 2023 |
Publisher | Taylor & Francis |
Publisher_xml | – name: Taylor & Francis |
References | CIT0010 CIT0034 CIT0012 Hossdorf H. (CIT0019) 1971 CIT0011 CIT0033 CIT0014 CIT0036 CIT0013 CIT0035 CIT0016 CIT0038 CIT0015 CIT0037 CIT0018 CIT0017 CIT0039 CIT0041 CIT0040 CIT0021 CIT0043 CIT0020 CIT0042 CIT0001 CIT0044 Nurkan Y. (CIT0030) 2003; 8 Prabhu Raja V. (CIT0032) 2013; 20 Kanayama T. (CIT0024) 1998; 364 Koshab B. (CIT0031) 2008 CIT0003 CIT0025 CIT0002 CIT0005 CIT0027 CIT0004 CIT0026 CIT0007 Kanayama T. (CIT0023) 1998; 364 CIT0029 CIT0006 CIT0028 CIT0009 CIT0008 |
References_xml | – ident: CIT0037 doi: 10.1016/j.aej.2015.01.005 – ident: CIT0033 doi: 10.1016/0263-8223(94)00064-6 – ident: CIT0038 – ident: CIT0042 – ident: CIT0028 doi: 10.1007/s11071-009-9465-4 – ident: CIT0001 doi: 10.1177/1077546303009007007 – ident: CIT0036 doi: 10.1007/s11071-010-9868-2 – volume: 364 start-page: 243 year: 1998 ident: CIT0024 publication-title: Seismic Engineering – year: 2008 ident: CIT0031 publication-title: NEESR Grand Challenge Third Annual Meeting – ident: CIT0014 doi: 10.1007/s11071-009-9500-5 – ident: CIT0044 doi: 10.1155/2015/247193 – ident: CIT0012 doi: 10.1177/1077546307077663 – ident: CIT0035 doi: 10.4028/www.scientific.net/AMR.445.1082 – ident: CIT0005 doi: 10.1016/j.proeng.2015.08.076 – ident: CIT0007 doi: 10.1109/TIE.2021.3055159 – ident: CIT0025 doi: 10.1115/1.1636786 – ident: CIT0020 doi: 10.1006/jsvi.1997.1067 – ident: CIT0009 doi: 10.1007/s11071-006-2425-3 – ident: CIT0043 doi: 10.1260/0263-0923.33.3.289 – ident: CIT0041 – ident: CIT0017 doi: 10.1201/9780367802295 – ident: CIT0002 doi: 10.1016/j.ijmecsci.2014.11.024 – ident: CIT0015 doi: 10.1007/s11071-008-9392-9 – ident: CIT0039 doi: 10.1061/40834(238)105 – ident: CIT0010 – ident: CIT0021 doi: 10.2514/6.2005-2259 – ident: CIT0006 doi: 10.1109/TIE.2019.2946541 – ident: CIT0040 doi: 10.1016/j.proeng.2011.04.448 – ident: CIT0013 doi: 10.1016/j.jsv.2008.03.058 – volume: 364 start-page: 276 year: 1998 ident: CIT0023 publication-title: Seismic Engineering – ident: CIT0029 doi: 10.1007/s11071-007-9297-z – ident: CIT0004 doi: 10.1007/s11071-013-0774-2 – volume: 20 start-page: 492 issue: 6 year: 2013 ident: CIT0032 publication-title: Indian Journal of Engineering and Materials Sciences – ident: CIT0016 doi: 10.1016/j.autcon.2010.11.007 – ident: CIT0026 – ident: CIT0008 doi: 10.1016/j.engstruct.2016.04.016 – ident: CIT0027 doi: 10.1002/tal.338 – ident: CIT0003 doi: 10.1155/2014/682647 – ident: CIT0018 doi: 10.1016/j.oceaneng.2012.06.013 – volume-title: Model analysis of structures year: 1971 ident: CIT0019 – ident: CIT0034 – ident: CIT0011 doi: 10.1016/j.engfailanal.2016.05.008 – volume: 8 start-page: 2003 issue: 1 year: 2003 ident: CIT0030 publication-title: International Journal of Applied Mechanics and Engineering |
SSID | ssj0022103 |
Score | 2.3017619 |
Snippet | Assessment of dynamic behavior of the gantry cranes by using mathematical modeling and shaking table tests is the subject of this study. In this context, the... |
SourceID | crossref informaworld |
SourceType | Index Database Publisher |
StartPage | 4535 |
SubjectTerms | Gantry crane nonlinear mathematical model shake table tests structural vibrations |
Title | Mathematical modeling of gantry cranes under seismic excitation and verification with shake table tests |
URI | https://www.tandfonline.com/doi/abs/10.1080/15397734.2021.1967167 |
Volume | 51 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV3JbtswECVc59Ieiq5ouoGH5iRI1UJS0tFIExhF3R7qALkJFDlKjSROUctAm2_px3a4aDESFF0ugkFDpMx5Hs5Qbx4JedMkJksWIsxTASFTDQ9rxfKw5o1MpQQRa1PgvPgo5ifs_Sk_nUx-jlhL27aO1PWtdSX_YlVsQ7uaKtm_sGzfKTbgZ7QvXtHCeP0jGy96zVVTA2LOtPEc5jNpzgsJFC5EsLFH3X4LNrDaGCI8fFdel9u-OMAfbdhCrsER1r_IcwhaW1OFgaiTeuoC2AWYUmEj7WzWPx1oywAxYzol2i2m77bfS8vSHBiKs2tAN3uxtTuzUfDpvB3oO-jt3T7sXF6ueh7OES6r6mLlSxVnPw4O-UF5DON9ijSzLLmsR9byxpEhO163xDDf72rCuI3tuGqvTesgWYz8LuNO9MSv4Yy7fc0b64MjVJq-zXARPmcSoQ_CpDEfFsSepui_uUP2UkxC0inZm71bfPjcJ_SYLmdOj9c9flchVsRvbx1iJ_bZUcYdxTTLB-S-T0bozCHrIZnA-hG5N5KofEzOxhijHcboVUMdxqjDGLUYox5jdMAYRSzQMcaowRi1GKMWY9Ri7Ak5OT5aHs5DfzhHqFJetGGqkprnkmMA1Kg6z2UMDRN1WsZlhjGt5nHGQJSAGYCCIgZ0BXGiS64YNmOWkD0l0_XVGp4Ral9MgJRaNGD0-2pRMh3rgkuutWJin0TdtFVfnQZLlXhp226eKzPPlZ_nfVKOJ7dqLfYaB7sq--29z__j3hfk7oD8l2SK_zt4hTFrW7_20PkFr_GVXA |
linkProvider | EBSCOhost |
linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LT8MwDI5gHIADb8R45sA1pa-k6xEhpgHbTpu0W5WmyZgmNrR2EuLXY_cxdUhw2a2Kmih1nPqzZX8m5N446CULwQJXaOYrw1ms_IDF3EhXSi3sBAuce33RGfqvIz6q1cJgWiX60KYgisj_1Xi5MRhdpcQ9wC0F2OJhSMR1LNAhAP3BNtnh8IRdDDy7v3K6wKXxCs7UkOGcqornr2XW7NMae2nN7rQPiap2XKSbTK1lFlvq-xeZ42afdEQOSlhKHws9OiZbenZC9mtkhadk3FsxvMKbeQcdGKdzQ8cSu5NQBWZPpxSr0hY01ZP0Y6Ko_lIlCziFzVG4OJibVAxgDJim73KqaYYVXBRgb5aekWH7efDUYWWbBqZc3sqYq5yYB5KDKTQqDgJpa-OL2A3t0AN0k3Db87UINWBBpVu2BqWwnSTkyodhwIveOWnM5jN9QWgeotZSJsJoZHKLRegndtLikieJ8kWTWNXhRJ8FG0fklCSnlQQjlGBUSrBJwvoRRlkeBjFFz5LI-3fu5QZz78huZ9DrRt2X_tsV2cMe9XnWoHdNGtliqW8AyWTxba6qP7hX5zs |
linkToPdf | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LSwMxEA5aQfTgW6zPHLym7iPJdo-ilvpo8WDB25JnLcW2dLcg_non-yitoJdeh82SnUx2vhlmvkHo2vouSuacRAE3hCrLiFQ0IpJZEQhhuKddg3Ony9s9-vTOqmrCtCyrdDG0LYgi8n-1u9wTbauKuBu4pIBaQpcRCfwGmBBg_mgdbXBHHu66OLzuPOaCiCYsKFNj4tZUTTx_vWbJPS2Rly64ndYuktWGi2qTYWOWyYb6_sXluNIX7aGdEpTi28KK9tGaGR2g7QWqwkPU78z5XeHJfH4OyPHY4r5ws0mwAqdnUux60qY4NYP0c6Cw-VIlBziGvWG4Nq4yqRC4DDBOP8TQ4Mz1b2EAvVl6hHqth7e7NimHNBAVsGZGAuVLFgkGjtAqGUXCM5ZyGcReHAK20cwLqeGxASSoTNMzYBKer2OmKIgBLYbHqDYaj8wJwnmC2gihuTWOx03ymGpPN5lgWivK66hRnU0yKbg4Er-kOK00mDgNJqUG6yhePMEky5MgtphYkoT_rj1dYe0V2ny9byUvj93nM7TlBtTnJYPhOapl05m5ABiTycvcUH8A79bl3w |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Mathematical+modeling+of+gantry+cranes+under+seismic+excitation+and+verification+with+shake+table+tests&rft.jtitle=Mechanics+based+design+of+structures+and+machines&rft.au=Azeloglu%2C+C.+Oktay&rft.au=Kenan%2C+Hamit&rft.au=Edincliler%2C+Ay%C5%9Fe&rft.date=2023-08-03&rft.pub=Taylor+%26+Francis&rft.issn=1539-7734&rft.eissn=1539-7742&rft.volume=51&rft.issue=8&rft.spage=4535&rft.epage=4546&rft_id=info:doi/10.1080%2F15397734.2021.1967167&rft.externalDocID=1967167 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1539-7734&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1539-7734&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1539-7734&client=summon |