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12篇 您的检索式：作者名="DECK O"

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		题名	作者	年代	出处	被引量
	1	Classification of brandies and wine distillates using front face fluorescence spectroscopy显示文摘	S(A)DECK(A) J T(O)THOV(A) J M(A)JEK P		0，，03：	1
	2	Missing data in the somatisation subscale of the SCL-90-R due to achecklist effect:occurrence in different surveys and results of various imputation methods显示文摘	Mittag O Meyer T Deck R	2005	Gesundheitswesen2005，67，2：	1
	3	Immunogeni, city and protective efficacy of a tuberculosis DNA vaccine 显示文摘	Huygen K Content J Denis O Montqomery DL Yawman AM Deck RR DeWitt CM Orme IM Baldwin S D'Souza C Drowart A Lozes E Vandenbussche P Van Vooren JP Liu MA Ulmer JB	1996	Nat Med1996，2，8：	1
	4	Taking the soil- structure interaction into account in assessing the loading of a structure in a mining subsidence area显示文摘	DECK O HEIB M A HOMAND F	2003	Engineering Sturcture2003，25，：	1
	5	Coronary hemodynamic in endothelial NO synthase knockout mice显示文摘	G(o)decke A Decking UKM Ding Z	1998	Cric Res1998，82，：	1
	6	Characterization and classification of distilled drinks using total luminescence and synchronous fluorescence spectroscopy显示文摘	T(O)THOV(A) J ZIAK (L)' S(A)DECK(A) J		0，，01：	1
	7	Development of building vulnerability functions in subsidence regions from analytical methods显示文摘	Saeidi A Deck O Verdel T	2012	Geotechnique2012，62，2：	1
	8	Evidence on users’attitudes towards road user charges:A cross-sectional survey of six N orwegian toll schemes显示文摘	O deck J Kjerkreit A	2010	Transport Policy2010，17，34：	1
	9	Taking the soilstructure interaction into account in assessing the loading of a structure in a mining subsidence area显示文摘	DECK O HEIB M A HOMAND F	2003	Engineering Structures2003，25，4：	1
	10	On the topography influ- ence on subsidence due to horizontal underground mining u- sing the irifluenee funetion method 显示文摘	Cai Y F Verdel T Deck O	2014	Computers and Geotechnics2014，61，：	1
	11	cAMP:fuel for extracellular adenosine formation显示文摘	G(o)decke A		0，，：	1
	12	Do rat cardiac myocytes release ATP on contraction显示文摘	G(o)decke S Stumpe T Schiller H		0，，：	1

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