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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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MULTIVARIATE PADÉ APPROXIMANTS FOR FINITE ELEMENT SOLUTIONS WITH COMPLEX PARAMETRIC DEPENDENCE 具有复杂参数依赖的有限元解的多元padÉ近似
Romain Rumpler, Raúl Rodríguez Sánchez, P. Göransson
Most engineering applications involving solutions by numerical methods are dependent on several parameters, whose impact on the solution may significantly vary from one to the other. At times an ev ...
大多数涉及数值方法解的工程应用都依赖于几个参数,这些参数对解的影响可能会有很大的不同。有时候……
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引用次数: 0
EXPERIMENTATION AND NUMERICAL MODELLING OF RECYCLED RUBBER PADS UNDER AGEING FOR SEISMIC ISOLATION OF A HISTORICAL MASONRY CHURCH 历史砖石教堂隔震老化下再生橡胶垫的实验与数值模拟
A. B. Habieb, G. Milani, M. Valente, V. Quaglini
{"title":"EXPERIMENTATION AND NUMERICAL MODELLING OF RECYCLED RUBBER PADS UNDER AGEING FOR SEISMIC ISOLATION OF A HISTORICAL MASONRY CHURCH","authors":"A. B. Habieb, G. Milani, M. Valente, V. Quaglini","doi":"10.7712/120119.6989.18464","DOIUrl":"https://doi.org/10.7712/120119.6989.18464","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":"12 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":"133331740","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
OPTIMAL SLIDING FRICTION COEFFICIENT FOR ISOLATED BRIDGES IN DIFFERENT SOIL CONDITIONS 不同土质条件下孤立桥滑动摩擦系数优化研究
P. Castaldo, Ripani Marianela, R. Priore
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引用次数: 1
ASSESSMENT OF THE DYNAMIC RESPONSE OF MONITORED MASONRY BUILDINGS AFTER THE CENTRAL ITALY EARTHQUAKE SWARM IN 2016 2016年意大利中部地震群后监测砖石建筑动力响应评估
F. Lorenzoni, L. Lazzarini, A. Calabria, N. D. Conto, F. Porto
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引用次数: 5
EXPERIMENTAL ASSESSMENT OF STRENGTHENING STRATEGIES AGAINST THE OUT-OF-PLANE COLLAPSE OF MASONRY INFILLS IN EXISTING RC STRUCTURES 既有混凝土结构砌体充填体面外倒塌加固策略试验评价
M. Risi, A. Furtado, H. Rodrigues, J. Melo, G. Verderame, A. Arêde, H. Varum, G. Manfredi
Past and more recent seismic events worldwide clearly showed that a crucial issue for life-safety and loss reduction due to earthquakes for existing reinforced concrete (RC) buildings is related to the out-of-plane (OOP) collapse of infill masonry walls. In literature, few studies addressed this paramount topic, above all about the proposal of strengthening strategies to prevent the infills’ collapse. This paper presents an experimental work about the assessment of possible strengthening solutions designed to mitigate or prevent the out-of-plane collapse of masonry infills in existing RC buildings. Three nominally identical full-scale one-bay-one-story RC frames were built and infilled with a thin masonry wall made up of horizontal hollow clay bricks. The first specimen was representative of the enclosure of a typical existing RC building in the Mediterranean region in its “as-built” condition. The remaining two specimens were strengthened against the out-of-plane collapse by means of two different strengthening techniques based on the application of innovative systems made up of high-ductility mortar plaster and fibre-reinforced polymer nets. All the tests consisted in the application of a semi-cyclic (loading-unloading-reloading) history of imposed displacements in the OOP direction by means of small pneumatic jacks through a uniform distributed load. Experimental results are shown in terms of OOP force-displacement responses, deformed shapes and damage evolution. In the end, the results of the tests are compared to assess the effectiveness of the selected strengthening techniques and to provide a support towards the choice of the best strategies for future further investigations and applications.
世界各地过去和最近发生的地震事件清楚地表明,现有钢筋混凝土(RC)建筑的生命安全和减少地震造成的损失的关键问题与填充砌体墙的面外倒塌有关。在文献中,很少有研究涉及这一最重要的主题,首先是关于加强策略以防止填充物坍塌的建议。本文提出了一项关于评估可能的加强方案的实验工作,旨在减轻或防止现有RC建筑砌体填充物的面外倒塌。建造了三个名义上相同的全尺寸一湾一层RC框架,并填充了由水平空心粘土砖组成的薄砖墙。第一个样本代表了地中海地区典型的RC建筑在其“建成”状态下的外壳。其余两个试件采用了基于高延性砂浆灰泥和纤维增强聚合物网组成的创新体系的两种不同的加固技术,对面外倒塌进行了加固。所有的试验都是在一个半循环(加载-卸载-再加载)的历史中,通过均匀分布的载荷,通过小型气动千斤顶在OOP方向施加位移。从面向对象的力-位移响应、变形形态和损伤演化等方面给出了实验结果。最后,对测试结果进行比较,以评估所选强化技术的有效性,并为今后进一步研究和应用选择最佳策略提供支持。
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引用次数: 1
SEISMIC RISK MAP FOR THE ITALIAN RESIDENTIAL BUILDING STOCK 意大利住宅建筑存量的地震风险图
M. Zanini, L. Hofer, F. Faleschini, K. Toska, C. Pellegrino
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引用次数: 1
A PROBABILISTIC FRAMEWORK USING A DISCRETE FE-BASED HOMOGENIZED MODEL FOR THE IN- AND OUT-OF-PLANE ANALYSIS OF MASONRY STRUCTURES 基于离散铁均质模型的砌体结构面内面外分析概率框架
Luís C. Silva, G. Milani, P. Lourenço
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引用次数: 0
DEVELOPMENT AND VERIFICATION OF REAL-TIME DAMAGE ASSESSMENT BASED ON STATISTICAL PATTERN RECOGNITION TECHNOLOGY FOR STRUCTURE MAINTENANCE 基于统计模式识别的结构维修实时损伤评估技术的开发与验证
G. Heo, Chunggil Kim, Chin Ok Lee, Byeongchan Ko, ChaeRin Park
{"title":"DEVELOPMENT AND VERIFICATION OF REAL-TIME DAMAGE ASSESSMENT BASED ON STATISTICAL PATTERN RECOGNITION TECHNOLOGY FOR STRUCTURE MAINTENANCE","authors":"G. Heo, Chunggil Kim, Chin Ok Lee, Byeongchan Ko, ChaeRin Park","doi":"10.7712/120119.7191.18957","DOIUrl":"https://doi.org/10.7712/120119.7191.18957","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":"67 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":"115383273","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 ANALYSES OF DUAL CONCENTRICALLY BRACED FRAMES ACCOUNTING FOR THE PRESENCE OF HAUNCHED CONNECTIONS 考虑后端连接存在的双同心支撑框架的地震分析
E. Nastri, P. Tsarpalis
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引用次数: 0
A COMPARATIVE STUDY ON TARGET DISPLACEMENT EVALUATION IN BUILDINGS WITH SOFTENING RESPONSE 具有软化响应的建筑物目标位移评价的比较研究
I. Gkimousis, I. Psycharis, S. Livieratos
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引用次数: 0
期刊
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)
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