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World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings最新文献

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EVOLUTIONARY POWER SPECTRAL MODEL FOR THE FULLY NON-STATIONARY GROUND MOTIONS AND ITS ENGINEERING APPLICATION 全非平稳地震动的演化功率谱模型及其工程应用
D. Du, Shu-guang Wang, Weiqing Liu
{"title":"EVOLUTIONARY POWER SPECTRAL MODEL FOR THE FULLY NON-STATIONARY GROUND MOTIONS AND ITS ENGINEERING APPLICATION","authors":"D. Du, Shu-guang Wang, Weiqing Liu","doi":"10.37153/2686-7974-2019-16-1085-1094","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-1085-1094","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"50 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121787417","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
STUDY ON DAMPING EFFECT OF VARIABLE FRICTION DAMPER WITH BUTTERFLY HYSTERETIC CURVE 蝶形滞回曲线变摩擦阻尼器阻尼效果研究
Che Li, Y. Xue, Wei Yan
{"title":"STUDY ON DAMPING EFFECT OF VARIABLE FRICTION DAMPER WITH BUTTERFLY HYSTERETIC CURVE","authors":"Che Li, Y. Xue, Wei Yan","doi":"10.37153/2686-7974-2019-16-1098-1111","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-1098-1111","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"103 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122388296","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
NUMERICAL EVALUATION OF THE SEISMIC RESPONSE OF STEEL STORAGE RACK BEAM-TO-COLUMN CONNECTIONS BASED ON FINITE ELEMENT ANALYSIS 基于有限元分析的储物架梁柱连接地震响应数值评估
Zhi-jun Lyu, P. Zhao, Qian Xiang, Meng Wu, Jun Gu
{"title":"NUMERICAL EVALUATION OF THE SEISMIC RESPONSE OF STEEL STORAGE RACK BEAM-TO-COLUMN CONNECTIONS BASED ON FINITE ELEMENT ANALYSIS","authors":"Zhi-jun Lyu, P. Zhao, Qian Xiang, Meng Wu, Jun Gu","doi":"10.37153/2686-7974-2019-16-952-961","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-952-961","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126907543","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A FEASIBILITY STUDY OF SEISMIC ISOLATION APPLICATION IN RESIDENTIAL BUILDINGS IN TURKEY 土耳其住宅隔震应用的可行性研究
C. Tüzün, B. Şadan, M. Erdik, N. Murota, Shigenobu Suzuki, S. Akkar
{"title":"A FEASIBILITY STUDY OF SEISMIC ISOLATION APPLICATION IN RESIDENTIAL BUILDINGS IN TURKEY","authors":"C. Tüzün, B. Şadan, M. Erdik, N. Murota, Shigenobu Suzuki, S. Akkar","doi":"10.37153/2686-7974-2019-16-962-962","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-962-962","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"125 4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122330682","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
BEYOND DESIGN PERFORMANCE OF VISCOELASTIC DAMPERS 超出设计性能的粘弹性阻尼器
Shiang‐Jung Wang, Chung-Han Yu, Kuo-Chun Chang
{"title":"BEYOND DESIGN PERFORMANCE OF VISCOELASTIC DAMPERS","authors":"Shiang‐Jung Wang, Chung-Han Yu, Kuo-Chun Chang","doi":"10.37153/2686-7974-2019-16-940-951","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-940-951","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125630450","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
SEISMIC EVALUATION OF A REINFORCED CONCRETE SCHOOL BUILDING RETROFITTED WITH STEEL BRACING SYSTEM 钢支撑加固的钢筋混凝土校舍抗震评价
Marina Voudrisli
{"title":"SEISMIC EVALUATION OF A REINFORCED CONCRETE SCHOOL BUILDING RETROFITTED WITH STEEL BRACING SYSTEM","authors":"Marina Voudrisli","doi":"10.37153/2686-7974-2019-16-822-837","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-822-837","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115875500","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
SEMI-ACTIVE CONTROL USING MR DAMPERS FOR RANDOM GROUND MOTIONS 利用Mr阻尼器对随机地面运动进行半主动控制
V. Bhaiya, S. D. Bharti, M. Shrimali, T. K. Datta
{"title":"SEMI-ACTIVE CONTROL USING MR DAMPERS FOR RANDOM GROUND MOTIONS","authors":"V. Bhaiya, S. D. Bharti, M. Shrimali, T. K. Datta","doi":"10.37153/2686-7974-2019-16-98-110","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-98-110","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116141834","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
PERFORMANCE OF STEEL FRAMED BUILDINGS EQUIPPED WITH VISCOUS FLUID DAMPERS UNDER NEAR-FAULT GROUND MOTIONS WITH DIRECTIVITY 装有粘性流体阻尼器的钢结构建筑在近断层有方向性地震动下的性能
M. Karalar, M. Dicleli
{"title":"PERFORMANCE OF STEEL FRAMED BUILDINGS EQUIPPED WITH \u0000VISCOUS FLUID DAMPERS UNDER NEAR-FAULT GROUND MOTIONS WITH DIRECTIVITY","authors":"M. Karalar, M. Dicleli","doi":"10.37153/2686-7974-2019-16-418-425","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-418-425","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"60 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123569494","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
SEISMIC ISOLATION PROTECTION SYSTEM FOR THE 1081-BED ESKIŞEHIR CITY HOSPITAL IN TURKEY 土耳其1081张床位eskiŞehir城市医院隔震防护系统
P. Huber, M. Bresler
The Eskişehir City Hospital is located east of Istanbul in a highly seismic zone with up to 0,6 g PGA. To ensure the highest safety and comfort level for users and to avoid any damages to the structure or fatalities and enable absolute continued functionality even after the maximum credible earthquake (MCE) event, it was decided to apply seismic isolation with pendulum isolators. This paper shows the design considerations to limit the base shear within the isolated building blocks for the MCE event down to less than 0,13 W on isolator top level and max. 0,2 W on the upper floor building levels and the realization with suitable seismic pendulum isolators. With the strict quality supervision during the production procedure, with third party prototype testing and with third party production testing, the reliability of the isolators to resist up to five or more MCE events without damages was proven. The approach for this project is unique in a way that absolute no damages to the structure, to the content and the seismic isolators have been acceptable.
eski城市医院位于伊斯坦布尔东部的一个高地震带,地震带平均气压高达0.6克。为了确保用户的最高安全性和舒适度,避免对结构的任何损害或死亡,即使在最大可信地震(MCE)事件发生后,也能实现绝对的持续功能,决定采用摆式隔震器进行隔震。本文展示了将MCE事件隔离建筑块内的基础剪切限制在隔离器顶部和最大值小于0,13 W的设计考虑。0、2 W的上层建筑水平及采用合适的地震摆隔震器的实现。通过严格的生产过程质量监督,第三方样机测试和第三方生产测试,证明了该隔离器能够抵抗多达5次或更多MCE事件而不损坏的可靠性。这个项目的方法是独一无二的,绝对不会对结构、内容和隔震器造成损害。
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引用次数: 0
RECENT EARTHQUAKES AND NEW CONCEPTS FOR EARTHQUAKE RESISTANT DESIGN 最近的地震和抗震设计的新概念
A. Wada
{"title":"RECENT EARTHQUAKES AND NEW CONCEPTS FOR EARTHQUAKE RESISTANT DESIGN","authors":"A. Wada","doi":"10.37153/2686-7974-2019-16-38-38","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-38-38","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"432 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125760961","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
期刊
World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings
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