Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)最新文献_第4页

ACCOUNTING FOR SOIL-STRUCTURE INTERACTION IN THE CALIBRATION OF MONITORED BUILDINGS 在监测建筑物标定中考虑土-结构相互作用

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7043.19993

R. Ceravolo, G. Lucia, E. Matta, G. Miraglia, L. Parodi

引用次数: 2

DESIGN AND ANALYSIS OF DUAL EBFS EQUIPPED WITH PREQUALIFIED CONNECTIONS 配备预认证连接的双ebfs的设计和分析

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.6906.19989

A. Catapano, E. Nastri, Simona Streppone

引用次数: 2

PREDICTION OF GROUND VIBRATION DUE TO RAILWAY TRAFFIC IN MRTS UNDERGROUND CUT AND COVER TUNNELS 捷运地下切覆隧道轨道交通地面振动预测

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7223.18739

Arnab Sur, B. Manna, S. Choudhary

引用次数: 0

COMPARISON OF BOND BEHAVIOR MODELS FOR LAP-SPLICES CONFINED BY TRANSVERSE REINFORCEMENT 受横向钢筋约束的搭接件粘结性能模型比较

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7292.19489

P. Chronopoulos, M. Chronopoulos

引用次数: 0

REDUCED ORDER MODELING FOR THE DYNAMIC ANALYSIS OF STRUCTURES WITH NONLINEAR INTERFACES 非线性界面结构动力分析的降阶建模

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7082.19746

L-O Andersson, P. Persson, P. Austrell, K. Persson

{"title":"REDUCED ORDER MODELING FOR THE DYNAMIC ANALYSIS OF STRUCTURES WITH NONLINEAR INTERFACES","authors":"L-O Andersson, P. Persson, P. Austrell, K. Persson","doi":"10.7712/120119.7082.19746","DOIUrl":"https://doi.org/10.7712/120119.7082.19746","url":null,"abstract":"In the present paper, linear substructures with nonlinearities localized at their interfaces, such as the joints in a beam structure, are studied. By subdivision of the total structure into substructures, reduced subsystems are obtained by component mode synthesis. Nonlinear elements are introduced at supports or between substructures. A numerical example is presented where a beam subjected to blast loading is studied. The influence of the nonlinear behavior as well as the number of retained fixed-interface normal modes in the reduced subsystems are evaluated. The response is also compared to the response of equivalent single-degree-of-freedom systems, which are frequently employed in blast load design calculations. For the load cases studied, the displacement computed from an equivalent single-degree-of-freedom system correspond fairly well to the displacement given by a refined two-dimensional beam model, reduced by substructuring. In contrast, the shear force differs significantly due to that higher order modes are neglected in the single-degree-of-freedom system. (Less)","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"17 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":"122929092","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 COST-EFFECTIVE RETROFITTING TECHNIQUE FOR URM BUILDINGS BASED ON STEEL ENCIRCLEMENTS IN OPENINGS: A CASE STUDY 一种基于开口钢围护的具有成本效益的urm建筑改造技术:案例研究

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7280.19419

M. Segovia-Verjel, E. Justo-Moscardó, A. Morales-Esteban, M. Requena-García-Cruz, E. Romero-Sánchez, Jaime de-Miguel-Rodríguez, J. Estêvão

{"title":"A COST-EFFECTIVE RETROFITTING TECHNIQUE FOR URM BUILDINGS BASED ON STEEL ENCIRCLEMENTS IN OPENINGS: A CASE STUDY","authors":"M. Segovia-Verjel, E. Justo-Moscardó, A. Morales-Esteban, M. Requena-García-Cruz, E. Romero-Sánchez, Jaime de-Miguel-Rodríguez, J. Estêvão","doi":"10.7712/120119.7280.19419","DOIUrl":"https://doi.org/10.7712/120119.7280.19419","url":null,"abstract":"A project named PERSISTAH is being developed to study the seismic vulnerability of primary schools in Huelva (Spain) and the Algarve (Portugal). This area has a moderate seismicity but this is affected by a nearby area where earthquakes of large magnitude (Mw ≥ 6) and long-return periods happen. The seismic vulnerability of URM (UnReinforced Masonry) buildings has been observed and analysed in the last decades. The seismic retrofitting of these buildings is required in order to improve their seismic behaviour. Many retrofitting techniques have been developed for that purpose, most of them very complicated and expensive. Therefore, these are not appropriate to retrofit a large number of buildings. This is especially relevant in areas of moderate seismicity where the cost-efficiency ratio must be carefully considered. The aim of this paper has been to develop a simple, effective and affordable technique to retrofit these buildings. These buildings are characterised by numerous openings which causes a great weakness in the URM walls. Then, a technique that consists in installing a steel encirclement or a grille in the openings of the walls has been proposed. This is a specific retrofitting technique for URM walls since this technique substantially improves the seismic capacity of these structures. To test the technique a case study is proposed. The building under study is a primary school located in Huelva and built in 1961. Results have shown that the capacity of the building is notably increased. Also, the performance point and the damage level of the structure are decreased.","PeriodicalId":414988,"journal":{"name":"Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)","volume":"64 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":"122937765","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

NONLINEAR BENDING OF ROUND THIN SD PLATES 圆薄板的非线性弯曲

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7165.18649

G. Pavilaynen

引用次数: 0

SEISMIC FRAGILITY ASSESSMENT OF LNG PIPE RACK ACCOUNTING FOR SOIL-STRUCTURE-INTERACTION 考虑土-结构相互作用的LNG管架地震易损性评价

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7310.18747

L. Sarno, G. Karagiannakis

引用次数: 1

SEISMIC SLIDING DISPLACEMENT OF SLOPES IN TERMS OF SOIL PROFILE TYPE 基于土体剖面类型的边坡地震滑动位移

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7230.20062

Loukas C. Katsenis, C. Stamatopoulos, V. Panoskaltsis, Kyriaki Thomaidou

引用次数: 1

NUMERICAL MODELLING OF INFILLED RC FRAMES: THE DETECTION OF COLUMN FAILURE DUE TO LOCAL SHEAR INTERACTION 钢筋混凝土框架的数值模拟:局部剪切作用下柱破坏的检测

Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) Pub Date : 1900-01-01 DOI: 10.7712/120119.7092.19079

M. Risi, C. Gaudio, P. Ricci, G. Verderame

引用次数: 0