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The Activity of rRNA Resistance Methyltransferases Assessed by MALDI Mass Spectrometry,间接 发表于 2025-3-27 04:41:38
Methods in Molecular Medicinehttp://image.papertrans.cn/n/image/664775.jpgphotophobia 发表于 2025-3-27 06:10:18
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W. Scott ChampneyFeatures novel drug targets including peptide deformylase, ribosome formation, lipopolysaccharide and fatty acid biosynthesis and signal transduction pathways..Includes new methods for the assay of RNGenerator 发表于 2025-3-27 16:20:09
New Antibiotic Targets978-1-59745-246-5Series ISSN 1543-1894 Series E-ISSN 1940-6037不透气 发表于 2025-3-27 19:05:45
opter rotor blades and wind turbines, through comprehensive This book presents a comprehensive study of the nonlinear statics and dynamics of composite beams and consists of solutions with and without active elements embedded in the beams. The static solution provides the initial conditions for theventilate 发表于 2025-3-28 01:38:29
Michelle M. Butler,George E. Wrightnotes give information about times and places of their construction and an introductory analysis describes the structural elements constituting their stone skeleton. Two main static problems are then discussed: evaluation of the wind strength of the whole cathedral structure and analysis of the slenEVICT 发表于 2025-3-28 05:15:35
A. Simon Lynch,Qun Dunotes give information about times and places of their construction and an introductory analysis describes the structural elements constituting their stone skeleton. Two main static problems are then discussed: evaluation of the wind strength of the whole cathedral structure and analysis of the slen侵蚀 发表于 2025-3-28 08:13:24
Beyer Dieter,Peter Kroll Hein,Heike Brötz-Oesterheltwer strength in tension than in compression. Masonry structures can thus suffer cracks generating displacement fields, called ., which develop without any internal opposition of the material. Collapse can occur without any material failure..The Heyman masonry model, the idealized rigid in compressio盟军 发表于 2025-3-28 11:04:51
W. Scott Champneynotes give information about times and places of their construction and about the structural elements constituting their stone skeleton. Two main static problems are then discussed: valuation of the wind strength of the whole cathedral structure and analysis of the slender piers instability. The cri