维普期刊资源整合服务平台（V6.5）

维普中文期刊产品整合服务

8篇 您的检索式：作者名="Fabrizio Greco"

选中清除导出查看参考文献查看引证文献引用追踪共1页首页上一页第1页下一页末页 /1 跳转

		题名	作者	年代	出处	被引量
	1	Damage Evolution in Bimodular Laminated Composites 显示文摘	Raffaele Zinno Fabrizio Greco	2001	Composite Structures2001，53，：	1
	2	Damage evolution in bimodular laminated composties 显示文摘	Zinno Raffaele Greco Fabrizio	2001	Composite Structures2001，53，：	1
	3	Damage evolution in bimodular laminated composites显示文摘	Fabrizio Greco	2001	Composite Structures2001，53，4：	1
	4	Damage evolution in bimodular laminated composites under cyclic loading 显示文摘	Raffaele Zinno Fabrizio Greco	2001	Compos Struct2001，53，：	1
	5	Imaging inflammatory bowel disease using bowel ultrasound显示文摘	Fabrizio Parente Salvatore Greco Mirko Molteni Andrea Anderloni Gabriele Bianchi Porro	2005	European Journal of Gastroenterology & Hepatology2005，，：	1
	6	Sonographic Prevalence of Liver Steatosis and Biliary Tract Stones in Patients with Inflammatory Bowel Disease: Study of 511 Subjects at a Single Center显示文摘	Stefano Bargiggia Giovanni Maconi Marco Elli Paola Molteni Sandro Ardizzone Fabrizio Parente Ivan Todaro Salvatore Greco Guendalina Manzionna Gabriele Bianchi Porro	2003	Journal of Clinical Gastroenterology2003，，5：	1
	7	Damage evolution in bimodular laminated composites显示文摘	Fabrizio Greco	2001	Composite Structures2001，53，4：	1
	8	An Analysis of the Dynamic Behavior of Damaged Reinforced Concrete Bridges under Moving Vehicle Loads by Using the Moving Mesh Technique显示文摘This work proposes a numerical investigation on the effects of damage on the structural response of Reinforced Concrete(RC)bridge structures commonly adopted in highway and railway networks.An effective three-dimensional FE-based numerical model is developed to analyze the bridge’s structural response under several damage scenarios,including the effects of moving vehicle loads.In particular,the longitudinal and transversal beams are modeled through solid finite elements,while horizontal slabs are made of shell elements.Damage phenomena are also incorporated in the numerical model according to a smeared approach consistent with Continuum Damage Mechanics(CDM).In such a context,the proposed method utilizes an advanced and efficient computational strategy for reproducing Vehicle-Bridge Interaction(VBI)effects based on a moving mesh technique consistent with the Arbitrary Lagrangian-Eulerian(ALE)formulation.The proposed model adopts a moving mesh interface for tracing the positions of the contact points between the vehicle’s wheels and the bridge slabs.Such modeling strategy avoids using extremely refined discretization for structural members,thus drastically reducing computational efforts.Vibrational analyses in terms of damage scenarios are presented to verify how the presence of damage affects the natural frequencies of the structural system.In addition,a comprehensive investigation regarding the response of the bridge under moving vehicles is developed,also providing results in terms of Dynamic Amplification Factor(DAFs)for typical design bridge variables.	Fabrizio Greco Paolo Lonetti Arturo Pascuzzo Giulia Sansone	2023	Structural Durability & Health Monitoring2023，17，6：	0

返回顶部每页显示：

共1页首页上一页第1页下一页末页 /1 跳转

goolge学术搜索-维普

网站首页 | 关于我们 | 联系我们 | 产品服务 | 客服中心 | 广告服务 | 版权声明 | 网站联盟 | 友情链接 | 售卡网点

版权所有© 渝B2-20050021-1　渝公网安备 50019002500403号　违法和不良信息举报中心

互联网出版许可证新出网证(渝)字10号全国400电话 - 免长途话费