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8篇 您的检索式：作者名="Stochino"

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		题名	作者	年代	出处	被引量
	1	Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads显示文摘	Carta G Stochino F	2013	Engineering Struc-tural2013，49，：	1
	2	SDOF models for reinforced concrete beams un-der impulsive loads accounting for strain rate effects显示文摘	Stochino F Carta G	2013	Engineering Structures2013，49，：	1
	3	Migraine and tumour necrosis factor gene polymorphism 显示文摘	ASUNI C STOCHINO M E CHERCHI A	2009	J Neurol2009，256，2：	1
	4	Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads 显示文摘	Carta G Stochino F	2013	Engineering Structures2013，49，：	1
	5	Migraine and tumour necrosis factor gene polymorphism显示文摘	Asuni C Stochino ME Cherchi A	2009	J Neurol2009，256，2：	1
	6	Dopamine genes and migraine显示文摘	Palmas MA Cherchi A Stochino E	2000	Headache Pain2000，，1：	1
	7	Receptor for Advanced Glycation End Products Contributes to Postnatal Pulmonary Development and Adult Lung Maintenance Program in Mice显示文摘	Fineschi Silvia De Cunto Giovanna Facchinetti Fabrizio Civelli Maurizio Imbimbo Bruno P Carnini Chiara Villetti Gino Lunghi Benedetta Stochino Stefania Gibbons Deena L Hayday Adrian Lungarella Giuseppe Cavarra Eleonora	2013	American Journal of Respiratory Cell and Molecular Biology2013，，2：	1
	8	Punching of reinforced concrete slab without shear reinforcement: Standard models and new proposal显示文摘Reinforced concrete(RC)slabs are characterized by reduced construction time,versatility,and easier space partitioning.Their structural behavior is not straightforward and,specifically,punching shear strength is a current research topic.In this study an experimental database of 113 RC slabs without shear reinforcement under punching loads was compiled using data available in the literature.A sensitivity analysis of the parameters involved in the punching shear strength assessment was conducted,which highlighted the importance of the flexural reinforcement that are not typically considered for punching shear strength.After a discussion of the current international standards,a new proposed model for punching shear strength and rotation of RC slabs without shear reinforcement was discussed.It was based on a simplified load-rotation curve and new failure criteria that takes into account the flexural reinforcement effects.This experimental database was used to validate the approaches of the current international standards as well as the new proposed model.The latter proved to be a potentially useful design tool.	Luisa PANI Flavio STOCHINO	2020	Frontiers of Structural and Civil Engineering2020，14，5：	0

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