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janjan3344
首页 > 医学论文 > 医学论文中图表的浓度英文

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sherilyxia

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" Concrete model RC Model The finite element model of plane frame Under the implicit analysis of the top beam under the bottom of column displacement and reaction force (kN, mm) Explicit analysis of the top under the top of the beam under displacement Explicit analysis of the displacement under the top column capitals Implicit and explicit analysis and comparison t = gravity balance, t = began to injury t = hinge behavior significantly, t = higher position hinge damage t = structure hit the ground, t = after touchdown Removed after the column structure damage A1 Location of reinforcement unit Reinforced unit axial stress curve Reinforcing bars, and the axial stress curves A concrete cell position t = B Concrete unit axial stress curve Concrete element beam end to the stress curve x Beam-column joint damage changes Vertical shear force (Kn) Moment (Knm) Figure Section Analysis of Changes 204 Figure The curve of the top steel axial force (N) Figure The top of the concrete element x to the stress curve (Pa) A 2 floor beams of two sections indicate B 1-10 floor beams of two sections indicate Figure Section 2, indicate A section on each floor beam 2, the vertical shear force (N) B 2 section was the total shear (N) B and the vertical shear of the curve with the cantilever gravity ratio Figure 1 to 10 floor beams of the internal forces in the two curves cross section where Figure Column A1 to the top of the speed curve of the node y A section on each floor beam 2 Department moment (Nm) B 1-10 layer 2 section was the total beam moment (Nm) Figure Division 2 sectional moment (Nm) A section on each floor beam 2, the axial force (N) B 1-10 floor beams of the axial force of section 2 and (N) Figure 2 Section The axial forces (Nm) Figure x to displacement in the main structure A complete cycle structure of the first flexible The first cycle of the main structure of elastic B Figure Structure of the first mode (x to the translation) A section of the column an axial force (N) Structure of a cross-section of Division B of total axial force (N) Figure Column 1 Section The axial force (Nm) A section of the column 1, Shear (N) Structure of a cross-section of Division B shear (N) Figure Column 1 section was shear (Nm) Figure a cross section of various column moment (Nm) A moment (Nm) B shear force (N) Figure three-beam column interface with the internal forces Figure removed after column B1 structure damage A change in axial force Moment B C Shear Figure Section Analysis of changes in the column 1 Figure ABC three columns in an axial section was sought and A moment (Nm) B shear force (N) C-axis force (N) Figure Beam 4 section was in the internal forces到金桥翻译的网页可以翻译的~

198 评论

蛋蛋的肉粑粑

你好!浓度单位1μM=1μmol/L微摩尔每升如有疑问,请追问。

242 评论

五十岚零

Figure 1例句:结果以图表形式呈现在图1中。A graphical representation of results is shown in figure 1.

200 评论

堆高于岸

Concrete modelRC ModelThe finite element model of plane frameUnder the implicit analysis of the top beam under the bottom of column displacement and reaction force (kN, mm)Explicit analysis of the top under the top of the beam under displacementExplicit analysis of the displacement under the top column capitalsImplicit and explicit analysis and comparisont = gravity balance, t = began to injuryt = hinge behavior significantly, t = higher position hinge damaget = structure hit the ground, t = after touchdownRemoved after the column structure damage A1Location of reinforcement unitReinforced unit axial stress curveReinforcing bars, and the axial stress curvesA concrete cell position t = Concrete unit axial stress curveConcrete element beam end to the stress curve xBeam-column joint damage changesVertical shear force (Kn)Moment (Knm)Figure Section Analysis of Changes 204Figure The curve of the top steel axial force (N)Figure The top of the concrete element x to the stress curve (Pa)A 2 floor beams of two sections indicateB 1-10 floor beams of two sections indicateFigure Section 2, indicateA section on each floor beam 2, the vertical shear force (N)B 2 section was the total shear (N)B and the vertical shear of the curve with the cantilever gravity ratioFigure 1 to 10 floor beams of the internal forces in the two curves cross section whereFigure Column A1 to the top of the speed curve of the node yA section on each floor beam 2 Department moment (Nm)B 1-10 layer 2 section was the total beam moment (Nm)Figure Division 2 sectional moment (Nm)A section on each floor beam 2, the axial force (N)B 1-10 floor beams of the axial force of section 2 and (N)Figure 2 Section The axial forces (Nm)Figure x to displacement in the main structureA complete cycle structure of the first flexibleThe first cycle of the main structure of elastic BFigure Structure of the first mode (x to the translation)A section of the column an axial force (N)Structure of a cross-section of Division B of total axial force (N)Figure Column 1 Section The axial force (Nm)A section of the column 1, Shear (N)Structure of a cross-section of Division B shear (N)Figure Column 1 section was shear (Nm)Figure a cross section of various column moment (Nm)A moment (Nm)B shear force (N)Figure three-beam column interface with the internal forcesFigure removed after column B1 structure damageA change in axial forceMoment BC ShearFigure Section Analysis of changes in the column 1Figure ABC three columns in an axial section was sought andA moment (Nm)B shear force (N)C-axis force (N)Figure Beam 4 section was in the internal forcesRC Model

288 评论

yq1109胖丫头

Wanna come to my party? Of course。

128 评论

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