地震工程与工程振动最新文献

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MODELING STRATEGIES FOR THE LATERAL RESPONSE OF CURVED SURFACE SLIDER DEVICES UNDER EXTREME DISPLACEMENT DEMANDS 极限位移条件下曲面滑块装置横向响应建模策略
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8711.19005
M. Furinghetti, A. Pavese
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引用次数: 1
THREE DIMENSIONAL DYNAMIC INTERACTION OF ADJACENT FOUNDATIONS ON A HALFSPACE WITH LOCAL INHOMOGENITY APPLYING A COUPLED ITM-FEM APPROACH 局部非均匀半空间上相邻基础的三维动力相互作用应用耦合有限元法
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8848.19126
Julian Freisinger, G. Müller
{"title":"THREE DIMENSIONAL DYNAMIC INTERACTION OF ADJACENT FOUNDATIONS ON A HALFSPACE WITH LOCAL INHOMOGENITY APPLYING A COUPLED ITM-FEM APPROACH","authors":"Julian Freisinger, G. Müller","doi":"10.7712/120121.8848.19126","DOIUrl":"https://doi.org/10.7712/120121.8848.19126","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81260771","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
OPTIMUM DAMPING OF SLENDER MONOPOLE TOWERS BY GYROSCOPIC STABILIZER 陀螺稳定器对细长单极塔的最佳阻尼
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8600.19218
G. F. Giaccu, L. Fenu, B. Briseghella, C. Nuti
{"title":"OPTIMUM DAMPING OF SLENDER MONOPOLE TOWERS BY GYROSCOPIC STABILIZER","authors":"G. F. Giaccu, L. Fenu, B. Briseghella, C. Nuti","doi":"10.7712/120121.8600.19218","DOIUrl":"https://doi.org/10.7712/120121.8600.19218","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81667229","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 NURBS-BASED NUMERICAL APPROACH FOR THE ASSESSMENT OF MASONRY VAULTS UNDERGOING DIFFERENTIAL SETTLEMENTS 基于数值方法的不同沉降砌体拱顶评估
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8491.19185
A. Chiozzi, N. Grillanda, G. Milani, A. Tralli
{"title":"A NURBS-BASED NUMERICAL APPROACH FOR THE ASSESSMENT OF MASONRY VAULTS UNDERGOING DIFFERENTIAL SETTLEMENTS","authors":"A. Chiozzi, N. Grillanda, G. Milani, A. Tralli","doi":"10.7712/120121.8491.19185","DOIUrl":"https://doi.org/10.7712/120121.8491.19185","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"85046538","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
CAESAR II: AN ITALIAN DECISION SUPPORT TOOL FOR THE SEISMIC RISK. THE CASE STUDY OF TORRE PELLICE, VILLAR PELLICE AND PINEROLO MUNICIPALITIES 凯撒ii:意大利地震风险决策支持工具。托雷佩利、维拉尔佩利和皮涅罗罗市的案例研究
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8665.19152
G. Zuccaro, F. Perelli, D. De Gregorio, Daniele Masi
{"title":"CAESAR II: AN ITALIAN DECISION SUPPORT TOOL FOR THE SEISMIC RISK. THE CASE STUDY OF TORRE PELLICE, VILLAR PELLICE AND PINEROLO MUNICIPALITIES","authors":"G. Zuccaro, F. Perelli, D. De Gregorio, Daniele Masi","doi":"10.7712/120121.8665.19152","DOIUrl":"https://doi.org/10.7712/120121.8665.19152","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90796267","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
OPEN MODELS AND SOFTWARE FOR ASSESSING THE VULNERABILITY OF THE EUROPEAN BUILDING STOCK 开放模型和软件,用于评估欧洲建筑的脆弱性
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8666.19367
H. Crowley, Vitor Silva, L. Martins, X. Romão, N. Pereira
{"title":"OPEN MODELS AND SOFTWARE FOR ASSESSING THE VULNERABILITY OF THE EUROPEAN BUILDING STOCK","authors":"H. Crowley, Vitor Silva, L. Martins, X. Romão, N. Pereira","doi":"10.7712/120121.8666.19367","DOIUrl":"https://doi.org/10.7712/120121.8666.19367","url":null,"abstract":"Reproducibility and transparency have become standard practice in earthquake loss modelling following a growing demand from both the public and private sectors for understandable and accessible risk model input data, software and results. Since the 1990’s the European scientific community has worked together on many aspects of seismic hazard and risk modelling. These advances have led to the 2020 European Seismic Risk Model (ESRM20), which has been computed with open source software and is now being openly released to the wider scientific community. This paper presents the recently released input models and software to assess the vulnerability of the European building stock within ESRM20.","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"88370747","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
LATTICE DISCRETE MODELING OF OUT-OF-PLANE BEHAVIOR OF IRREGULAR MASONRY 不规则砌体面外特性的点阵离散建模
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8508.19419
Micaela Mercuri, M. Pathirage, A. Gregori, G. Cusatis
{"title":"LATTICE DISCRETE MODELING OF OUT-OF-PLANE BEHAVIOR OF IRREGULAR MASONRY","authors":"Micaela Mercuri, M. Pathirage, A. Gregori, G. Cusatis","doi":"10.7712/120121.8508.19419","DOIUrl":"https://doi.org/10.7712/120121.8508.19419","url":null,"abstract":". Stone masonry buildings are known to be highly vulnerable to seismic actions. In this context, the analysis of the out-of-plane response of unreinforced masonry structures is crucial. For this purpose, the Lattice Discrete Particle Model (LDPM) was employed to simulate the mechanical behavior of stone masonries up to their failure. Unlike commonly used continuum-based methods or simplified analytical models, that are often limited in modeling correctly complex failure mechanisms, LDPM is able to capture accurately crack distributions and failure patterns. LDPM describes the masonry at the scale of stones and takes into account their interactions through tailored constitutive equations for tensile, compressive, shear, and frictional behaviors. First, LDPM was validated against experimental results on masonry panels subjected to out-of-plane loading. Next, the vertical bending mechanism was studied in the cases of one-and two-story walls with and without openings. Finally, more complex mechanisms were considered where the damage evolution and the fracture propagation were analyzed for a set of panels assumed to be placed within the continuity of a facade. The overall re-sults presented in this paper show that LDPM can realistically predict the collapse mechanisms associated with out-of-plane loading for different structural configurations and geometries.","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"83162207","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: 7
PERFORMANCE-BASED EARTHQUAKE ENGINEERING ANALYSIS OF SHORT-MEDIUM SPAN STEEL-CONCRETE COMPOSITE BRIDGES 基于性能的中短跨钢-混凝土组合桥梁抗震工程分析
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8721.18783
D. Corritore, F. Paolacci
{"title":"PERFORMANCE-BASED EARTHQUAKE ENGINEERING ANALYSIS OF SHORT-MEDIUM SPAN STEEL-CONCRETE COMPOSITE BRIDGES","authors":"D. Corritore, F. Paolacci","doi":"10.7712/120121.8721.18783","DOIUrl":"https://doi.org/10.7712/120121.8721.18783","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82150396","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
METAFOUNDATION AS A NEW APPROACH FOR SEISMIC ISOLATION OF BUILDINGS 元基础作为一种新的建筑物隔震方法
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8829.18964
S. Fiore, D. Magisano, G. Finocchio, M. Chiappini
{"title":"METAFOUNDATION AS A NEW APPROACH FOR SEISMIC ISOLATION OF BUILDINGS","authors":"S. Fiore, D. Magisano, G. Finocchio, M. Chiappini","doi":"10.7712/120121.8829.18964","DOIUrl":"https://doi.org/10.7712/120121.8829.18964","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82281506","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
EMPIRICAL FORMULATION OF THE OUT-OF-PLANE RESISTANCE OF INFILLED FRAMES 填充框架面外阻力的经验公式
地震工程与工程振动 Pub Date : 2021-01-01 DOI: 10.7712/120121.8537.19558
F. Di Trapani, Alessandro Vizzino, G. Tomaselli, P. Shing
{"title":"EMPIRICAL FORMULATION OF THE OUT-OF-PLANE RESISTANCE OF INFILLED FRAMES","authors":"F. Di Trapani, Alessandro Vizzino, G. Tomaselli, P. Shing","doi":"10.7712/120121.8537.19558","DOIUrl":"https://doi.org/10.7712/120121.8537.19558","url":null,"abstract":"","PeriodicalId":66281,"journal":{"name":"地震工程与工程振动","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"81165955","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
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