Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)最新文献_第6页

TUNED VIBRATION ABSORBERS FOR CONTROL OF TALL BUILDINGS UNDER WIND AND EARTHQUAKE LOADS 在风和地震荷载作用下控制高层建筑的调谐减振器

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7298.18802

S. E. Rahimi, R. Rupakhety, S. Ólafsson

引用次数: 0

UNREINFORCED STONE MASONRY CHURCES IN GREECE UNDER GRAVITATIONAL AND EARTHQUAKE ACTIONS 在重力和地震作用下，希腊的未加固石砌筑教堂

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.6922.19344

L. Kotoulas, G. Manos

{"title":"UNREINFORCED STONE MASONRY CHURCES IN GREECE UNDER GRAVITATIONAL AND EARTHQUAKE ACTIONS","authors":"L. Kotoulas, G. Manos","doi":"10.7712/120119.6922.19344","DOIUrl":"https://doi.org/10.7712/120119.6922.19344","url":null,"abstract":"Unreinforced stone masonry made of low strength mortar has been used for centuries in forming old type stone masonry “Greek” churches. The seismic performance of such stone masonry structures damaged during recent strong seismic activity in Greece combined with long term effects from foundation settlement is presented and discussed. In order to obtain a quantification of the in-plane sliding shear failure criterion a number of stone masonry triplets were built with weak mortar and were tested in the laboratory. Measurements from such shear-sliding tests involving three stone and two mortar joints are presented and discussed together with corresponding numerical simulation results. The cohesive surface interaction constitutive law, with values of its parameters validated through the used process of the specific triplet test, can be also employed in forming realistic limit-state criteria for stone masonry elements. The used simplified dynamic linear elastic analysis can yield realistic prediction of the expected performance of such stone masonry structures. However, the necessity to obtain a more comprehensive set of measured strength properties for such type of masonry construction must be also underlined. From this simplified dynamic linear elastic analysis it can be concluded that the soil-foundation deformability results in a significant increase in the tensile stresses at the region that the tympanum of the spherical dome is supported on the vaulting part that springs from the two interior masonry pilasters and the apse. This conclusion is in agreement with the observed damage that developed in the region of the structural system for this church.","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"55 6 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":"132118056","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 PROTECTION OF HIGH-VOLTAGE EQUIPMENT BY FRICTION DAMPERS: NUMERICAL MODELLING CORRELATED WITH FULL-SCALE COMPONENT TESTS 摩擦阻尼器对高压设备的抗震保护:与全尺寸构件试验相关的数值模拟

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7303.19317

S. Takhirov, L. Kempner, M. Riley, E. Fujisaki, B. Low

引用次数: 1

ROCKING RESPONSE AND OVERTURNING OF MUSEUM ARTEFACTS DUE TO BLAST LOADING 爆炸载荷引起的博物馆文物的摇摆响应和倾覆

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7119.19577

Filippo Masi, I. Stefanou, P. Vannucci, Victor Maffi-Berthier

引用次数: 1

INFLUENCE OF HYSTERESIS MODEL PARAMETERS ON SEISMIC PERFORMANCE OF STRUCTURES BASED ON ENERGY INDICATORS 基于能量指标的滞回模型参数对结构抗震性能的影响

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7077.19083

R. Apostolska, A. Siljanovski, G. Necevska-Cvetanovska

引用次数: 0

EFFECT OF TRENCH BARRIER ON FREE FIELD MOTION DUE TO THE TRAIN AND HIGHSPEED TRAIN PASSAGES 沟槽障碍物对列车和高速列车通道自由场运动的影响

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.6964.19813

Ezgi Tekergul, A. Zulfikar, E. Çelebi, O. Kirtel, Fatih Göktepe

引用次数: 2

ANALYSIS OF THE FORCED DYNAMICS OF A MASONRY FACADE BY MEANS OF INPUT-OUTPUT TECHNIQUES AND A LINEAR REGRESSION MODEL 用投入-产出法和线性回归模型分析砌体立面的受力动力学

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7035.18724

A. Aloisio, Luca Di Battista, R. Alaggio, M. Fragiacomo

引用次数: 15

VALORISATION OF KNOWLEDGE FOR EUROPEAN PREQUALIFIED STEEL JOINTS: THE EQUALJOINTS-PLUS PROJECT 欧洲预审钢接头的知识增值:等量接头+项目

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.6904.19716

R. Landolfo, Mario D' Anielo, I. Vayas

引用次数: 1

DOMAIN DECOMPOSITION METHODS FOR CRACK GROWTH PROBLEMS USING XFEM 基于xfem的裂纹扩展问题的区域分解方法

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7350.21300

Serafeim Bakalakos, Manolis Georgioudakis, M. Papadrakakis

{"title":"DOMAIN DECOMPOSITION METHODS FOR CRACK GROWTH PROBLEMS USING XFEM","authors":"Serafeim Bakalakos, Manolis Georgioudakis, M. Papadrakakis","doi":"10.7712/120119.7350.21300","DOIUrl":"https://doi.org/10.7712/120119.7350.21300","url":null,"abstract":". The extended ﬁnite element method (XFEM) enriches the polynomial basis functions of standard ﬁnite elements with specialized non-smooth functions. The resulting approximation space can be used to solve problems with moving discontinuities, such as cracks, while avoiding the computational cost of remeshing. As the crack propagates, many artiﬁcial degrees of freedom are introduced near the crack tip, which can inﬂate the size of resulting linear system to be solved. In addition, the stiffness matrix of the cracked body may become ill-conditioned, causing slow convergence of iterative solvers. To overcome this, domain decomposition methods for solving the resulting linear systems of crack propagation problems is combined with XFEM to improve its performance. A suitable decomposition is proposed to avoid inter-subdomain boundaries near crack tip area. It is shown that choosing the proper FETI method, offers signiﬁcant speedup compared to a direct solver that uses the common ﬁnite element solution techniques by means of Cholesky/LDL factorization, even if the execution is performed on a single-core systems.","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"39 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":"131228811","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 NOVEL DERIVATION FOR MODAL DERIVATIVES BASED ON VOLTERRA SERIES REPRESENTATION AND ITS USE IN NONLINEAR MODEL ORDER REDUCTION 基于volterra级数表示的一种新的模态导数求导方法及其在非线性模型降阶中的应用

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7081.19178

M. C. Varona, Raphael Gebhart, P. Bilfinger, B. Lohmann, D. Rixen

引用次数: 5