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12篇 您的检索式:作者名="Grindheim"
    题名 作者 年代 出处 被引量
1Changes in blood pressure during healthy pregnancy:a longitudinal cohort study显示文摘Grindheim G Estensen ME Langesaeter E 0,,02:1
2Changes in blood pressure and cardiac output during cesarean delivery The effects of oxytocin and carbetocin compared with placebo 显示文摘Rosseland LA Hauge TH Grindheim G 2013Anesthesiology2013,119,3:1
3Changes in bloodpressure and cardiac output during cesarean delivery, the effectsof oxytocin and carbetocin compared with placebo 显示文摘Rosseland LA Hauqe TH Grindheim G 2013Anesthesiology2013,119,3:1
4Changes inblood pressure and cardiac output during cesarean deliver-y:the effects of oxytocin and carbetocin compared withplacebo显示文摘Rosseland LA Hauge TH Grindheim G 2013Anesthesiology2013,119,3:1
5Altered maternal left ventricular contractility and function during normal pregnan- cy显示文摘Estensen M E Beitnes J O Grindheim G et aI 2013Ultrasound Obstet Gynecol2013,41,6:1
6Changes in blood pressure and cardiac output during cesarean delivery: the effects of oxytoein and earbetocin compared with placebo 显示文摘Rosseland L Hauge T Grindheim G 2013Anesthesiology2013,119,3:1
7Changes in blood pressure and cardiac output during cesarean De- livery: the effects of oxytocin and carbetocin compared with placebo 显示文摘Rosseland L A Hauge T H Grindheim G 2013Anesthesiology2013,119,3:1
8Early Childhood Education for Sustainability Through Contradicting and Overlapping Dimensions显示文摘Purpose:The article investigates how to make a broader understanding of sustainability relevant for early childhood education(ECE)guided by the four dimensions suggested by United Nations Educational,Scientific and Cultural Organization:ecological,economic and social/cultural sustainability,and good governance.Design/Approach/Methods:Previous research on ECE on sustainability is discussed in relation to the four dimensions and to Biesta’s concepts of socialization,qualification,and subjectification.Findings:The investigation finds that all four dimensions are necessary in ECE for sustainability,and it suggests how the dimensions can be understood,how they may overlap,and how they can be contradictive.Originality/Value:The article depicts how children’s opportunities to engage and to disturb established ways of thinking can be facilitated through all dimensions.Liv Torunn Grindheim Yvonne Bakken Kjellrun Hiis Hauge Marianne Presthus Heggen 2019ECNU Review of Education2019,2,4:1
9Changes in blood pressure during healthy pregnancy: a longitudinal cohort study 显示文摘Grindheim G Estensen M E Langesaeter E 2012J Hypertens2012,30,2:1
10Who Is the Troll? Children as Active Learners Presentecl as a Learning Story about the Troll from a Norwegian Barnehage 显示文摘Grindheim Liv Torunn Hadler Olsen Sidsel Ohm Modgunn 2010New Zealand Research in Early Childhood Education2010,13,:1
11Elevated inflammatory markers in preeclamptic pregnancies,but no relation to systemic arterial stiffness显示文摘Estensen ME Grindheim G Remme EW 2015Pregnancy Hypertens2015,5,4:1
12Full-scale pullout tests of rock anchors in a limestone quarry focusing on bond failure at the anchor-grout and grout-rock interfaces显示文摘Rock anchors are a common safety measure for stabilising large-scale infrastructure,such as bridge towers,retaining walls,rock slopes and windmills.There are four principal failure modes for rock anchors:(a)tensile failure of the steel anchor,(b)anchor-grout interface failure,(c)grout-rock interface failure,and(d)rock mass uplift.Field tests were performed in a limestone quarry.These tests were designed to test failure modes B and C through pullout.In the tests of failure mode B,the shear stress on the anchor-grout interface is the largest at the top of the grout column and attenuates towards the distal end for small loads.The shear stress becomes uniformly distributed when the applied load is approximately 50%of the ultimate pullout load.The anchors designed to test failure mode C were installed with an endplate and had a higher toughness than the straight bar anchors.The shear stress on the grout-rock interface is the largest at the endplate and attenuates upward before slip starts along the interface.When the ultimate pullout load is reached,and the grout column starts to slip,the shear stress is approximately constant.The bond shear strength on the anchor-grout interface was approximately 20%of the uniaxial compressive strength of the grout,and the bond strength of the grout-rock interface was around 5%for that of the grout.The grout-rock interface is likely determined by whichever is weaker,the grout or the rock.Bjarte Grindheim Charlie CLi Are Håvard Høien 2023Journal of Rock Mechanics and Geotechnical Engineering2023,15,9:0
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