维普中文期刊产品整合服务
意见 帮助
基本检索 作者索引 机构索引 期刊索引
  • 哲学宗教
  • 社会学
  • 政治法律
  • 军事
  • 经济管理
  • 文化科学
  • 语言文字
  • 文学
  • 艺术
  • 历史地理
  • 自然科学总论
  • 理学
  • 天文地球
  • 生物学
  • 医药卫生
  • 农业科学
  • 一般工业技术
  • 矿业工程
  • 石油与天然气工程
  • 冶金工程
  • 金属学及工艺
  • 机械工程
  • 兵器科学与技术
  • 动力工程及工程热...
  • 核科学技术
  • 电气工程
  • 电子电信
  • 自动化与计算机技术
  • 化学工程
  • 轻工技术与工程
  • 建筑科学
  • 水利工程
  • 交通运输工程
  • 航空宇航科学技术
  • 环境科学与工程
时间 1989 - 2010 学科选择学科
题名/关键词 模糊
与 题名/关键词 模糊
重新搜索 在结果中搜索
14篇 您的检索式：作者名="SALGADO Rodrigo"
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
1Timely reperfusion for ST-segment elevation myocardial infarction:Effect of direct transfer to primary angioplasty on time delays and clinical outcomes显示文摘Primary percutaneous coronary intervention(PPCI) is the preferred reperfusion therapy for patients presenting with ST-segment elevation myocardial infarction(STEMI) when it can be performed expeditiously and by experienced operators. In spite of excellent clinical results this technique is associated with longer delays than thrombolysis and this fact may nullify the benefit of selecting this therapeutic option. Several strategies have been proposed to decrease the temporal delays to deliver PPCI. Among them,prehospital diagnosis and direct transfer to the cath lab,by-passing the emergency department of hospitals,has emerged as anattractive way of diminishing delays. The purpose of this review is to address the effect of direct transfer on time delays and clinical events of patients with STEMI treated by PPCI.Rodrigo Estévez-Loureiro ángela López-Sainz Armo Pérez de Prado Carlos Cuellas Ramón Calvio Santos Norberto Alonso-Orcajo Jorge Salgado Fernández Jose Manuel Vázquez-Rodríguez Maria López-Benito Felipe Fernández-Vázquez 2014World Journal of Cardiology2014，6，6：6
2Estimation of load capacity of pipe piles in sand based on cone penetration test results显示文摘Junhwan Lee Rodrigo Salgado Kyuho paik 2003Journal of Geotechnical and Geoenviromental Engineering2003，，5：1
3Behavior of open-and closed-ended piles driven into sands显示文摘KYUHO Paik RODRIGO Salgado JUNHWAN Lee BUMJOO Kim 2003Journal of Geoteehnieal and Geoenvironmental Engineering2003，129，4：1
4Behavior of open- and elosed-ender piles driven into sands显示文摘KYUBO Paik SALGADO Rodrigo LEE Junhwan 2003Journal of Geotechnical and Geoenvironmental Engineering2003，，4：1
5Estimation of footing settlement in sand显示文摘Junhwan Lee Rodrigo Salgado 2002International Journal of Geomechanics2002，2，1：1
6Load tests on full-scale bored pile groups 显示文摘GUOLIANG DAI RODRIGO SALGADO WEIMING GONG 2012Canadian Geotechnical Journal2012，49，9：1
7Stability analysis of complex soil slopes using limit analysis显示文摘JONGMIN KIM RODRIGO SALGADO 2002Journal of Geotechnical and Geocnvironmental Engineering2002，128，7：1
8Stability Analysis of Complex Soil Slopes using Limit Analysis显示文摘Jongmin Kim Rodrigo Salgado Junhwan Lee 2002Journal of Geotechnical and Geoenvironmental Engineering ASCE2002，128，7：1
9Stability analysis of complex soil slopes using limit analysis显示文摘Jongmin Kim Rodrigo Salgado M ASCE Junhwan Lee 2002Journal of Geotechnical and Geoenvironmentai Engineering2002，，7：1
10Stability Analysis of Complex Soil Slopes using Limit Analysis显示文摘Jongmin Kim Rodrigo Salgado Junhwan Lee 2002Journal of Geotechnical and Geoenvironmental Engineering ASCE2002，128，7：1
11Influence of Axial Loads on the Lateral Capacity of Instrumented Steel Model Piles显示文摘Lee Jintae Prezzi Monica Salgado Rodrigo 2013International Journal of Pavement Research and Technology2013，，2：1
12Stability analysis of complex soil slopes using limit analysis显示文摘KIM JONGMIN SALGADO RODRIGO LEE J 2002Journal of Geotechnical andGeoenvironmental Engineering2002，，：1
13Behavior of open and closed-ended piles driven into sands 显示文摘Paik Kyuho Salgado Rodrigo Lee Junhwan 2003Journal of Geotechnical and Geoenvironmental Engineering2003，129，4：1
14Quantification of displacement and particle crushing around a penetrometer tip显示文摘Particle crushing occurs near the tip of a penetrometer and influences the development of the tip resistance.To study particle crushing near a penetrometer tip,a cone penetrometer was monotonically jacked and then load-tested in medium dense and dense silica sand samples prepared in a halfcylindrical calibration chamber with viewing windows.During the tests,images of the advancing penetrometer and the surrounding soil were taken using digital cameras and analyzed to obtain the displacement and strain fields around the penetrometer using the Digital Image Correlation(DIC)technique.Subsequently,soil samples were collected near the tip of the penetrometer using a novel agarimpregnation technique and digitized using an X-ray microscope.The digitized samples were analyzed to reconstruct the three-dimensional models of individual particles,generating the gradation and relative breakage parameters of the sand around the cone penetrometer.Eshan Ganju Fei Han Monica Prezzi Rodrigo Salgado Juliana Spohr Pereira 2020Geoscience Frontiers2020，11，2：0
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