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11篇 您的检索式：作者名="Datcheva"

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		题名	作者	年代	出处	被引量
	1	Carbon partitioning to cellulose synthesis显示文摘	Haigler C H Datcheva M I Hogan P S	2001	Plant Molecular Biology2001，47，：	1
	2	Carbonpartitioning to cellulose synthesis显示文摘	Haigler C H Datcheva L Hogan P S	2001	Plant MolecularBiology2001，47，：	1
	3	Carbon partitioning to cellulose synthesis显示文摘	Haigler C H Datcheva M I Hogan P S et a1	2001	Plant Molecular Biology2001，47，：	1
	4	Carbon partitioning to cellulose synthesis 显示文摘	Haigler C H Datcheva I Hogan P S	2001	Plant Molecular Biology2001，47，：	1
	5	Carbon partitioning to cellulose synthesis显示文摘	HAIGLER C H Datcheva M I Hogan P S	2001	Plant Molecular Biology2001，47，：	1
	6	Carbon partitio- ning to cellulose synthesis显示文摘	Haigler C H Datcheva I Hogan P S	2001	Plant Mol Biol2001，47，1：	1
	7	Carbon partitioning to cellulose synthesis显示文摘	Haigler C H Datcheva I Hogan P S	2001	Plant Mol Biol2001，47，12：	1
	8	Identification of constitute parameters of soil using an optimization strategy and statistical analysis显示文摘	KNABE T DATCHEVA M LAHMER T	2013	Computers andGeotechnics2013，49，：	1
	9	Carbon partitioning to cellulose synthesis显示文摘	Haigler C H Datcheva M I Hogan P S		0，，：	1
	10	Preparation of chiral cyanohydrins by an oxynitrilase-mediated transcyanation显示文摘	Ognyanov V I Datcheva V K Kyler K S	1991	Am Chem Soc1991，11，3：	1
	11	Optimal measurement design for parameter identification in mechanized tunneling显示文摘When performing shallow tunnel construction,settlements on the ground surface often cannot be prevented.Anticipating these sur-face displacements is only possible with profound knowledge of the constitutive parameters of the surrounding soil.Performing inverse analysis on the basis of in situ settlement data is an effcient method for obtaining such information.However,during this process,con-sidering which measurement arrangement can provide the most reliable results is generally neglected.This aspect is addressed in this study by applying the so-called“optimal experimental design”to the mechanized tunnelingﬁeld.A global sensitivity analysis(GSA)isﬁrstly performed to determine the most relevant model parameters to be identiﬁed via back analysis,by employing the considered numerical model and experimental data.Furthermore,the GSA results are utilized to determine where and when measurements should be performed to minimize uncertainty in the identiﬁed constitutive parameters.The optimal experimental design(OED)concept is fur-ther applied to evaluate the observation set-up effciency for damage mitigation measures within a representative synthetic example of a tunneling project passing beneath an existing building.Parameter identiﬁcation based on synthetic noisy experiments is performed to validate the presented method for optimal experimental design.Thus,the soil stiffness and strength parameters are identiﬁed according to both an intuitive and the elaborated method,employing the proposed OED strategy and experimental designs,making it possible to assess the feasibility of the OED results.	Raoul Holter Chenyang Zhao Elham Mahmoudi Arash AlimardaniLavasan Maria Datcheva Markus Konig Tom Schanz	2018	Underground Space2018，3，1：	0

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