Pub Date : 2019-07-07DOI: 10.37153/2686-7974-2019-16-735-735
E. Simbort
{"title":"IMPROVEMENT OF SEISMIC PERFORMANCE IN EDUCATIVE RC BUILDING USING INNOVATIVE EARTHQUAKE – RESISTANT SYSTEM","authors":"E. Simbort","doi":"10.37153/2686-7974-2019-16-735-735","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-735-735","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"25 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":"123336885","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}
Pub Date : 2019-07-07DOI: 10.37153/2686-7974-2019-16-343-354
Y. Jeong, Jong-Keol Song, Jiso Hong
{"title":"SEISMIC RESPONSE EVALUATION OF EXISTING OLD BRIDGE CONSIDERING THE AGEING EFFECT OF ELASTOMERIC AND LEAD-RUBBER BEARINGS","authors":"Y. Jeong, Jong-Keol Song, Jiso Hong","doi":"10.37153/2686-7974-2019-16-343-354","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-343-354","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"24 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":"128389714","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}
Pub Date : 2019-07-07DOI: 10.37153/2686-7974-2019-16-928-939
Yinli Chen, Daiki Sato, Kou Miyamoto, Jinhua She
The linear quadratic regulator (LQR) is widely used in active structural controls (ASCs). However, at the present stage, the influence of the design parameters (LQR weighing matrices) on the vibration characteristics of the control system has not been explicitly expressed. In particular, the estimation of the required control force has not been conducted. Therefore, the LQR weighting matrices are mainly selected by trial and error approach, making it very difficult to design a control system that achieves the desired performance. To solve this problem, an equivalent model of the single-degree-of-freedom active model (structure with active control) is constructed, using which, a calculation method for the weighing matrices that does not require a trial and error approach to satisfy the desired control performance is proposed. Thereafter, the concept of the transitional response spectrum, which is widely used in structural design, is promoted as a control force spectrum that can be used to estimate the maximum control force. Finally, the design of a passive base isolation (PBI) reactor is discussed as an example, and the performance-oriented design method for the PBI structure combined with ASC is proposed that simultaneously satisfies the limitation conditions of the responses and control force.
{"title":"DESIGN METHOD FOR BASE-ISOLATION STRUCTURE COMBINED WITH ACTIVE CONTROL BASED ON THE LIMITATION CONDITIONS OF THE RESPONSES AND CONTROL FORCE","authors":"Yinli Chen, Daiki Sato, Kou Miyamoto, Jinhua She","doi":"10.37153/2686-7974-2019-16-928-939","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-928-939","url":null,"abstract":"The linear quadratic regulator (LQR) is widely used in active structural controls (ASCs). However, at the present stage, the influence of the design parameters (LQR weighing matrices) on the vibration characteristics of the control system has not been explicitly expressed. In particular, the estimation of the required control force has not been conducted. Therefore, the LQR weighting matrices are mainly selected by trial and error approach, making it very difficult to design a control system that achieves the desired performance. To solve this problem, an equivalent model of the single-degree-of-freedom active model (structure with active control) is constructed, using which, a calculation method for the weighing matrices that does not require a trial and error approach to satisfy the desired control performance is proposed. Thereafter, the concept of the transitional response spectrum, which is widely used in structural design, is promoted as a control force spectrum that can be used to estimate the maximum control force. Finally, the design of a passive base isolation (PBI) reactor is discussed as an example, and the performance-oriented design method for the PBI structure combined with ASC is proposed that simultaneously satisfies the limitation conditions of the responses and control force.","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"92 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114050889","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}
Pub Date : 2019-07-07DOI: 10.37153/2686-7974-2019-16-1053-1062
M. Bhandari, Ashok Gupta, S. D. Bharti, M. Shrimali
{"title":"SEISMIC PERFORMANCE OF BASE-ISOLATED FRAME SUBJECTED TO NEAR-FIELD EARTHQUAKES","authors":"M. Bhandari, Ashok Gupta, S. D. Bharti, M. Shrimali","doi":"10.37153/2686-7974-2019-16-1053-1062","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-1053-1062","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"127 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":"115169322","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}
Pub Date : 2019-07-07DOI: 10.37153/2686-7974-2019-16-547-557
E. Mavronicola, P. Polycarpou, P. Komodromos
{"title":"INVESTIGATION OF POTENTIAL POUNDING OF BASE ISOLATED \u0000BUILDINGS UNDER STRONG NEAR-FAULT EARTHQUAKE EXCITATIONS","authors":"E. Mavronicola, P. Polycarpou, P. Komodromos","doi":"10.37153/2686-7974-2019-16-547-557","DOIUrl":"https://doi.org/10.37153/2686-7974-2019-16-547-557","url":null,"abstract":"","PeriodicalId":236624,"journal":{"name":"World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings","volume":"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":"117080332","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}