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Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)最新文献

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SEISMIC LOSS ANALYSIS OF A MODERN RC BUILDING ACCOUNTING FOR UNCERTAINTY OF INFILL STRUT MODELING PARAMETERS 考虑填充杆模型参数不确定性的现代钢筋混凝土建筑地震损失分析
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7061.19445
F. Romano, M. S. Alam, M. Faggella, M. Zucconi, A. Barbosa, B. Ferracuti
{"title":"SEISMIC LOSS ANALYSIS OF A MODERN RC BUILDING ACCOUNTING FOR UNCERTAINTY OF INFILL STRUT MODELING PARAMETERS","authors":"F. Romano, M. S. Alam, M. Faggella, M. Zucconi, A. Barbosa, B. Ferracuti","doi":"10.7712/120119.7061.19445","DOIUrl":"https://doi.org/10.7712/120119.7061.19445","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124797364","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: 4
3D BASE ISOLATION OF BUILDINGS 建筑物的三维基础隔离
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7055.19827
M. Domaneschi, G. Cimellaro
{"title":"3D BASE ISOLATION OF BUILDINGS","authors":"M. Domaneschi, G. Cimellaro","doi":"10.7712/120119.7055.19827","DOIUrl":"https://doi.org/10.7712/120119.7055.19827","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129900110","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 RISK OF BUSINESSES WITH ECONOMIC RESILIENCE AND COST-EFFECTIVENESS OF SEISMIC RETROFIT 地震风险企业具有经济弹性和抗震改造的成本效益
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7028.19166
M. Donà, M. Minotto, Pietro Carpanese, F. Porto
{"title":"SEISMIC RISK OF BUSINESSES WITH ECONOMIC RESILIENCE AND COST-EFFECTIVENESS OF SEISMIC RETROFIT","authors":"M. Donà, M. Minotto, Pietro Carpanese, F. Porto","doi":"10.7712/120119.7028.19166","DOIUrl":"https://doi.org/10.7712/120119.7028.19166","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"78 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128318725","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
NONLINEAR DYNAMIC ANALYSIS PROCEDURE WITH LIMITED NUMBER OF ANALYSES AND SCALING 具有有限数量的分析和缩放的非线性动态分析程序
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.6972.19723
A. Miano, F. Jalayer, H. Ebrahimian, A. Prota
{"title":"NONLINEAR DYNAMIC ANALYSIS PROCEDURE WITH LIMITED NUMBER OF ANALYSES AND SCALING","authors":"A. Miano, F. Jalayer, H. Ebrahimian, A. Prota","doi":"10.7712/120119.6972.19723","DOIUrl":"https://doi.org/10.7712/120119.6972.19723","url":null,"abstract":"Incremental dynamic analysis (IDA) is the most frequently used non-linear dynamic analysis procedure for seismic fragility assessment. Nevertheless, its implementation involves complications such as heavy computational burden and potential bias in the results due to excessive scaling of the ground motion records. Cloud Analysis is an alternative nonlinear dynamic analysis procedure based on the structural response to as-recorded ground motions. Cloud Analysis does not suffer from the above-mentioned complications for IDA; however, it may lead to results that reveal too much sensitivity to the choice of the ground motion records. A novel hybrid nonlinear dynamic analysis procedure referred to as “Cloud to IDA” exploits the predictive capacity provided by Cloud Analysis to perform Incremental Dynamic Analysis (IDA) in a very efficient manner and with very little amount of scaling --without any loss of accuracy with respect to IDA. The procedure adopts as a systemic damage measure the critical demand to capacity ratio (DCR). This facilitates to a great extent identification of the intensity values at the onset of the limit state (where DCR is equal to unity by definition) and thereby the implementation of the IDA procedure. Cloud to IDA procedure is applied to the transverse perimeter frame of an older seven-storey reinforced concrete building in Van Nuys, US. This frame is modeled in OpenSees with fiber sections considering flexural-shearaxial interactions and bar slip due to fixed-end rotations. The proposed Cloud to IDA leads to results that are identical to IDA, when the same set of records are used. All of this is possible with a number of analyses that is sensibly lower with respect to IDA.","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"48 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128701225","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: 2
PERFECTLY MATCHED LAYERS FOR THE SIMULATION OF ELASTIC WAVES IN ANISOTROPIC MEDIA 各向异性介质中弹性波模拟的完美匹配层
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7023.19063
J. Kang, Boyoung Kim
{"title":"PERFECTLY MATCHED LAYERS FOR THE SIMULATION OF ELASTIC WAVES IN ANISOTROPIC MEDIA","authors":"J. Kang, Boyoung Kim","doi":"10.7712/120119.7023.19063","DOIUrl":"https://doi.org/10.7712/120119.7023.19063","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"34 1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128747634","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
FORMULATION OF A NOVEL OPENSEES ELEMENT FOR FPS BEARINGS WITH ENHANCED FRICTION MODEL 具有增强摩擦模型的FPS轴承新型开孔元件的设计
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7139.18530
V. Quaglini, E. Gandelli, P. Dubini, S. Cattaneo
{"title":"FORMULATION OF A NOVEL OPENSEES ELEMENT FOR FPS BEARINGS WITH ENHANCED FRICTION MODEL","authors":"V. Quaglini, E. Gandelli, P. Dubini, S. Cattaneo","doi":"10.7712/120119.7139.18530","DOIUrl":"https://doi.org/10.7712/120119.7139.18530","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"3 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129597809","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: 2
CALIBRATION OF THE HELLENIC SECOND-LEVEL SEISMIC CAPACITY PROCEDURE 希腊二级地震能力程序的校准
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7138.19887
S. I. Pardalopoulos, V. Lekidis
{"title":"CALIBRATION OF THE HELLENIC SECOND-LEVEL SEISMIC CAPACITY PROCEDURE","authors":"S. I. Pardalopoulos, V. Lekidis","doi":"10.7712/120119.7138.19887","DOIUrl":"https://doi.org/10.7712/120119.7138.19887","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129680114","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
ACCURATE AND EFFICIENT MODELING OF THE HYSTERETIC BEHAVIOR OF SLIDING BEARINGS 滑动轴承滞回特性的准确有效建模
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7304.19506
N. Vaiana, S. Sessa, Massimo Paradiso, L. Rosati
{"title":"ACCURATE AND EFFICIENT MODELING OF THE HYSTERETIC BEHAVIOR OF SLIDING BEARINGS","authors":"N. Vaiana, S. Sessa, Massimo Paradiso, L. Rosati","doi":"10.7712/120119.7304.19506","DOIUrl":"https://doi.org/10.7712/120119.7304.19506","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"113 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127359432","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: 14
IMPEDANCE FUNCTIONS OF ADJACENT STRIP FOUNDATIONS WITH DIFFERENT DEPTHS OF EMBEDMENT 相邻不同埋深条形基础的阻抗函数
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7332.18921
V. Terzi
{"title":"IMPEDANCE FUNCTIONS OF ADJACENT STRIP FOUNDATIONS WITH DIFFERENT DEPTHS OF EMBEDMENT","authors":"V. Terzi","doi":"10.7712/120119.7332.18921","DOIUrl":"https://doi.org/10.7712/120119.7332.18921","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"32 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130417724","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
A PROCEDURE FOR SEISMIC RISK ASSESSMENT OF ITALIAN RC BUILDINGS 意大利钢筋混凝土建筑地震风险评估程序
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7034.20075
C. Del Gaudio, M. Di Ludovico, G. Magenes, A. Penna, M. Polese, A. Prota, P. Ricci, A. Rosti, M. Rota, G. Verderame
{"title":"A PROCEDURE FOR SEISMIC RISK ASSESSMENT OF ITALIAN RC BUILDINGS","authors":"C. Del Gaudio, M. Di Ludovico, G. Magenes, A. Penna, M. Polese, A. Prota, P. Ricci, A. Rosti, M. Rota, G. Verderame","doi":"10.7712/120119.7034.20075","DOIUrl":"https://doi.org/10.7712/120119.7034.20075","url":null,"abstract":"","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130458508","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: 3
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