Seismic performance study of electromechanical antiseismic support hangers under earthquake simulation conditions

In order to investigate the low-damage characteristics of electromechanical antiseismic support hangers under seismic conditions, vibration table tests on the antiseismic support hangers of non-structural components were conducted. The test subjects were seismic support hangers for pipelines designe...

Full description

Saved in:
Bibliographic Details
Published inProceedings of SPIE, the international society for optical engineering Vol. 13447; pp. 1344738 - 1344738-12
Main Authors Jiang, Shangming, Chen, Lei, Ma, Liangfu, Yin, Lailai
Format Conference Proceeding
LanguageEnglish
Published SPIE 16.01.2025
Online AccessGet full text
ISBN9781510686830
1510686835
ISSN0277-786X
DOI10.1117/12.3045114

Cover

Abstract In order to investigate the low-damage characteristics of electromechanical antiseismic support hangers under seismic conditions, vibration table tests on the antiseismic support hangers of non-structural components were conducted. The test subjects were seismic support hangers for pipelines designed and installed according to the "Code for Seismic Design of Buildings" GB 50011-2010. The structural system mainly consists of anchoring devices, reinforced suspension rods, antiseismic connection components, pipeline connection components, and antiseismic braces. To study the influence of different seismic levels on the dynamic response of the structure, three seismic waves with peak ground acceleration of 0.07g, 0.2g, and 0.4g were used to comprehensively evaluate the seismic performance of the antiseismic support hangers. The test results show that during the vibration table seismic simulation test, the natural frequency of the structure does not change significantly with the increase of seismic intensity, and there is no obvious damage to the specimen and the support hangers. The antiseismic support hangers have a good inhibitory effect on the displacement response of the pipeline system, with a maximum relative displacement of only 17.9mm for the water pipe. However, the acceleration amplification coefficients in the X and Y directions are higher than the specified values in the Chinese code, indicating that the antiseismic support hangers cannot reduce the acceleration response. Strain along the antiseismic support hangers does not show stress concentration, and under seismic action, the braces can effectively protect the vertical suspension rods. Therefore, the installed antiseismic support hangers meet the requirements for use.
AbstractList In order to investigate the low-damage characteristics of electromechanical antiseismic support hangers under seismic conditions, vibration table tests on the antiseismic support hangers of non-structural components were conducted. The test subjects were seismic support hangers for pipelines designed and installed according to the "Code for Seismic Design of Buildings" GB 50011-2010. The structural system mainly consists of anchoring devices, reinforced suspension rods, antiseismic connection components, pipeline connection components, and antiseismic braces. To study the influence of different seismic levels on the dynamic response of the structure, three seismic waves with peak ground acceleration of 0.07g, 0.2g, and 0.4g were used to comprehensively evaluate the seismic performance of the antiseismic support hangers. The test results show that during the vibration table seismic simulation test, the natural frequency of the structure does not change significantly with the increase of seismic intensity, and there is no obvious damage to the specimen and the support hangers. The antiseismic support hangers have a good inhibitory effect on the displacement response of the pipeline system, with a maximum relative displacement of only 17.9mm for the water pipe. However, the acceleration amplification coefficients in the X and Y directions are higher than the specified values in the Chinese code, indicating that the antiseismic support hangers cannot reduce the acceleration response. Strain along the antiseismic support hangers does not show stress concentration, and under seismic action, the braces can effectively protect the vertical suspension rods. Therefore, the installed antiseismic support hangers meet the requirements for use.
Author Ma, Liangfu
Jiang, Shangming
Yin, Lailai
Chen, Lei
Author_xml – sequence: 1
  givenname: Shangming
  surname: Jiang
  fullname: Jiang, Shangming
  organization: Anhui Construction Engineering Group Co., Ltd. (China)
– sequence: 2
  givenname: Lei
  surname: Chen
  fullname: Chen, Lei
  organization: Anhui Construction Engineering Group Co., Ltd. (China)
– sequence: 3
  givenname: Liangfu
  surname: Ma
  fullname: Ma, Liangfu
  organization: Anhui Construction Engineering Group Co., Ltd. (China)
– sequence: 4
  givenname: Lailai
  surname: Yin
  fullname: Yin, Lailai
  organization: Anhui Construction Engineering Group Co., Ltd. (China)
BookMark eNp1UE1LAzEUDKhg1V78BTkL1bzN7mb3WKzWgqBQBfES0uxLG90m2ySL6K-31V48eHrDmw-GOSGHzjsk5BzYJQCIK8guOcsLgPyADGtRQQGsrMqKs0MyYJkQI1GVL8fkJMY3xrKqEPWAbOZo49pq2mEwPqyV00hj6ptP6g3FFnUKfo16pZzVqqXKJRv3lth3nQ-Jbrklhkh712CgqEJabXr1vs2x675VyXpHtXeN3aF4Ro6MaiMO9_eUPN_ePF3fje4fprPr8f0oQlWZkWKolYHCFLlqGBgFYDRXDPKaiXzbXZksA7UoOS64Nsw0vEYsF3ktFk1hkJ-Si9_c2FmUXfAasbFuGSUwuRtMQib3g23Fr_-IH-ez-WQKPM-FNMG7JD9sWhnbYpRftvvDj0OyusXHya38efBKdo3h38yOgkM
ContentType Conference Proceeding
Copyright COPYRIGHT SPIE. Downloading of the abstract is permitted for personal use only.
Copyright_xml – notice: COPYRIGHT SPIE. Downloading of the abstract is permitted for personal use only.
DOI 10.1117/12.3045114
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
Editor Zhang, Kun
Lorenz, Pascal
Editor_xml – sequence: 1
  givenname: Kun
  surname: Zhang
  fullname: Zhang, Kun
  organization: Hainan Tropical Ocean Univ. (China)
– sequence: 2
  givenname: Pascal
  surname: Lorenz
  fullname: Lorenz, Pascal
  organization: University of Haute Alsace (France)
EndPage 1344738-12
ExternalDocumentID 10_1117_12_3045114
GroupedDBID 29O
4.4
5SJ
ACGFS
ADMLS
ALMA_UNASSIGNED_HOLDINGS
EBS
F5P
FQ0
R.2
RNS
RSJ
SPBNH
ID FETCH-LOGICAL-s188f-a0ecaf15f54ad01fa11fc3a0149074579af221ab63eb3cf0fd39ee6b497bd5fe3
ISBN 9781510686830
1510686835
ISSN 0277-786X
IngestDate Fri Mar 07 23:05:38 EST 2025
Fri Mar 07 23:05:42 EST 2025
IsPeerReviewed false
IsScholarly true
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-s188f-a0ecaf15f54ad01fa11fc3a0149074579af221ab63eb3cf0fd39ee6b497bd5fe3
Notes Conference Location: Wuhan, China
Conference Date: 2024-09-20|2024-09-22
ParticipantIDs spie_proceedings_10_1117_12_3045114
PublicationCentury 2000
PublicationDate 20250116
PublicationDateYYYYMMDD 2025-01-16
PublicationDate_xml – month: 1
  year: 2025
  text: 20250116
  day: 16
PublicationDecade 2020
PublicationTitle Proceedings of SPIE, the international society for optical engineering
PublicationYear 2025
Publisher SPIE
Publisher_xml – name: SPIE
SSID ssj0028579
Score 2.2838097
Snippet In order to investigate the low-damage characteristics of electromechanical antiseismic support hangers under seismic conditions, vibration table tests on the...
SourceID spie
SourceType Enrichment Source
Publisher
StartPage 1344738
Title Seismic performance study of electromechanical antiseismic support hangers under earthquake simulation conditions
URI http://www.dx.doi.org/10.1117/12.3045114
Volume 13447
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3JbtswECWc9NKeuqRouoFAewuUWgst-hjUTePCLQwoAXITKIlEidS2ElmX_Fh_rzMiLdKxD20vgk1J1MKn4XD45pGQj4kQcZjA6ISzsgoSESUBl8NhAL0Fhx5Olqrq2BY_RhdXybdrdj0Y_PZYS-26OC3v9-aV_E-rQhm0K2bJ_kPL9pVCAfyG9oUttDBsHzi_e_uZeV_Y8TGy-bSjNqIrqbcCfY1HzVzVJnotnRChD5tM6gbp8rWXUNBshKftmjkLienCVmYAF3M2pzRtjc78iUklbroVdu9O4Eta_7xtxQ3Uoxd2sTAku1faxQqRwqM3kWs8f9HfFjIPjGmcSe3i5yaeAEeqtjdcRg5hJvQvof1oRoTEwcAkW1oOyHR7hAsOCSaxcDt5YwwjTjunvFsB0VlxlC70LHH33wjH2I7dlgSGtr2n6-jEB6JTnDsOTWbrAyluM2BK8zDK7UEH5CBNwbw-Opt8n2X9SJ8zI_K4uVHMKNw8CLNCY_2DWdFcqPiTuzoSC2stPV_n8ik5clmg1EHsGRnI5XPyxBOwfEFuLVyoBxfawYWuFN2BC_XgQi1cqIUL7eBCHVyogwt1cDkiV-dfLj9fBHYRj6AJOVeBGMpSqJAplohqGCoRhqqMBY7MwXuF9yRUFIWiGMWyiEs1VFU8lnJUJOO0qJiS8UtyuFwt5StCWZKmcszGnEmVKB4JyVJZhnE5isDFivgx-YDvLHefZJPvNtkxyXaOmmfTbPK1A0iuUDgkx1kQVEZr8ntdb-0_MxZ9PjnPLaLyulKv_-rab8hjB_q35HB918p34NSui_cWQn8AHkGi5g
linkProvider EBSCOhost
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%3Abook&rft.genre=proceeding&rft.title=Proceedings+of+SPIE%2C+the+international+society+for+optical+engineering&rft.atitle=Seismic+performance+study+of+electromechanical+antiseismic+support+hangers+under+earthquake+simulation+conditions&rft.au=Jiang%2C+Shangming&rft.au=Chen%2C+Lei&rft.au=Ma%2C+Liangfu&rft.au=Yin%2C+Lailai&rft.date=2025-01-16&rft.pub=SPIE&rft.isbn=9781510686830&rft.issn=0277-786X&rft.volume=13447&rft.spage=1344738&rft.epage=1344738-12&rft_id=info:doi/10.1117%2F12.3045114&rft.externalDocID=10_1117_12_3045114
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0277-786X&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0277-786X&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0277-786X&client=summon