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9篇 您的检索式：作者名="Squeglia"

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		题名	作者	年代	出处	被引量
	1	The influence of substance use on adolescent brain development显示文摘	Squeglia LM Jacobus J Tapert SF	2009	Clin EEG Neurosci2009，40，1：	1
	2	Molecular determinants of inactivation of the resuscitation promoting factor B from Mycobacterium tuberculosis显示文摘	Ruggiero A Marchant J Squeglia F		0，，：	1
	3	A formula containing galacto-and fructo-oligosaccharides prevents intestinal and extra-intestinal infections:An observational study显示文摘	Bruzzese E Volpicelli M Squeglia V Bruzzese D Salvini F Bisceglia M Lionetti P Cinquetti M Lacono G Amarri S Guarino A		0，，：	1
	4	A formula containing galacto-and fructo-oligosaccharides prevents intestinal and extra-intestinal ifections: an observational study显示文摘	BRUZZESE E VOLPICELLI M SQUEGLIA V	2009	Clinical Nutrition2009，28，2：	1
	5	Carbohydrate recogni- tion by RpfB from Mycobacterium tuberculosis unveiled by crys- tallographic and molecular dynamics analyses 显示文摘	Squeglia F Romano M Ruggiero A	2013	Biophys J2013，104，11：	1
	6	A formula containinggalacto- and fructo-oligosaccharides prevents intestinal and extra-intestinal infections: An observational study显示文摘	Bruzzese E Volpicelli M Squeglia V etal	2009	Clin Nutr2009，28，：	1
	7	Structure and functional regulation of RipA, a mycobacterial enzyme essen- tial for daughter cell separation显示文摘	Ruggiero A Marasco D Squeglia F	2010	Structure2010，18，9：	1
	8	Adolescent binge drinking linked to abnormal spatial working memory brain activa- tion: differential gender effects显示文摘	Squeglia LM Schweinsburg AD Pulido C	2011	Alcohol Clin Exp Res2011，35，：	1
	9	KIN SP:A boundary element method based code for single pile kinematic bending in layered soil显示文摘In high seismicity areas, it is important to consider kinematic effects to properly design pile foundations.Kinematic effects are due to the interaction between pile and soil deformations induced by seismic waves. One of the effect is the arise of significant strains in weak soils that induce bending moments on piles. These moments can be significant in presence of a high stiffness contrast in a soil deposit. The single pile kinematic interaction problem is generally solved with beam on dynamic Winkler foundation approaches(BDWF) or using continuous models. In this work, a new boundary element method(BEM)based computer code(KIN SP) is presented where the kinematic analysis is preceded by a free-field response analysis. The analysis results of this method, in terms of bending moments at the pile-head and at the interface of a two-layered soil, are influenced by many factors including the soil-pile interface discretization. A parametric study is presented with the aim to suggest the minimum number of boundary elements to guarantee the accuracy of a BEM solution, for typical pile-soil relative stiffness values as a function of the pile diameter, the location of the interface of a two-layered soil and of the stiffness contrast. KIN SP results have been compared with simplified solutions in literature and with those obtained using a quasi-three-dimensional(3D) finite element code.	Stefano Stacul Nunziante Squeglia	2018	Journal of Rock Mechanics and Geotechnical Engineering2018，10，1：	0

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