Three dimensional structure of inelastic response has been the law in the field of seismic research important topics. As structural testing by pilot scale and number of constraints, the overall structure of the prototype, the current mainly rely on computer simulation to study it, and test methods for components and small scale structure model.

For reinforced concrete frame, the current findings can not fully meet the actual needs, still left a lot of problems to be solved. In this paper, three dimensional reinforced concrete frame structure seismic response of inelastic dynamic analysis of several key issues that exist have been studied.

These issues include how to ensure the objectivity required parameter input, reinforced concrete columns under complex loading paths in the axial force and two way coupling between moments as well, including high axial compression ratio, variable axial impact, reinforced concrete columns softened inelastic buckling a series of complex issues.

Around these goals, this paper completed the following work: ① respectively, based on truss structure and nonlinear finite element stiffness method flexibility methods basic theory, model simulations using fiber multiaxial loading conditions rod cross section of the complex between force and deformation non linear relationship was established for material and geometrically nonlinear analysis of spatial beam unit as a basis for the preparation of the reinforced concrete frame structure inelastic response dimensional dynamic analysis procedures.

Each program of different fiber rod unit can have different material properties, ease of processing such as reinforced concrete structures constructed from different materials rod unit problem; Users simply enter the fiber material uniaxial stress strain relationship, parameter input objectivity and ease compliance requirements; program output in addition to the usual structure, unit and section level a lot of information, but also outputs the specified fiber stress or strain history such detailed information for researchers to conduct seismic Performance studies provide more convenience.

② The method based on the finite element stiffness and flexibility method of nonlinear spatial beam unit conducted a systematic comparative research. Studies show that: As usual stiffness method based on the use of a two node beam element is based on the lateral displacement of the Hermite cubic polynomial interpolation, linear interpolation Lagrange axial displacement assumption, only to meet the deformation compatibility condition and the junction point of the equilibrium conditions, is difficult to describe in reinforced concrete members strongly nonlinear stage of the actual state of deformation and accuracy to meet the equilibrium conditions inside the cell, it is difficult to effectively simulate such as reinforced concrete columns under complex loading paths in the axial force and bending moment between the two way coupling phenomena as well as softening, non elastic buckling force and other complex phenomena.

Although this problem can theoretically grid through encryption, about a cell is subdivided into several units addressed in a manner, which results in a calculated level of work times of growth, but also in a larger structure may numerical calculations lead to instability and convergence problems.

The rule is based on the compliance unit sectional force field is assumed as a starting point for establishing units for axial and bending deformation dominated beam unit, this assumption is usually able to get exactly satisfied, which is not subject to the nonlinear state unit effects, even after the unit enters the softening phase strongly nonlinear problems, equilibrium conditions inside the unit can still be strictly satisfied, thus compared with the stiffness method to analyze the efficiency and effectiveness has greatly improved.

③ The finite element flexibility method only in the material by the application of nonlinear problems in expanding into the material and geometrically nonlinear problems in the application. Based on Euler Bernoulli beam theorys basic assumption, combined with the finite element flexibility method presents the basic idea can be considered material and geometrically nonlinear analysis method for general nonlinear beam column unit. Several classic problems through numerical simulation and structural testing to verify the correctness of the proposed method.

④ The paper prepared by the nonlinear analysis procedures, including reinforced concrete bending structures cyclic loading test and six story reinforced concrete space frame shaking table test structure, including the number of instances of a numerical simulation experiment analysis, validation of the program The validity and reliability.

Finite element flexibility method of reinforced concrete frame three dimensional inelastic seismic response

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Rhetorical Criticism Theory of Rhetoric is an important component. In recent years, especially domestic scholars presented their research gradual warming trend. Rhetorical Criticism, by definition, that is to rely on the theory of rhetorical criticism rhetorical phenomena. The metonymy as a rhetorical phenomenon should also be rhetorical criticism. Meanwhile, metonymy theory is developed rapidly in recent years, a hot research topic.

Scholars from different angles carried out more extensive research. Currently in this regard, foreign research focuses on the concept of cognitive linguistics within the framework of its positioning, classification and its semantics, grammar, syntax, and discourse studies. 20 In the early 1980s, cognitive linguists only mentioned in passing in his discussion of metaphors metonymy. 1990s begin, metonymy study was only put on the agenda. Part of domestic scholars study the metonymy as a figure of speech to look at another part of the Cognitive Linguistics Horizon concern metonymy. Overall, the study abroad metonymy side rather broad, but there are limitations of sight mainly in metonymy research and its body language between all levels, research ideas is not enough open issues .

In particular, tend to introduce Western domestic research findings, lack of originality theory and research methods. Overall, domestic and foreign research were not mentioned on the rhetorical criticism of metonymy. In view of domestic and foreign research status in this field, this paper attempts to rhetorical criticism perspective on the analysis and evaluation of metonymy and metonymy and Rhetorical Criticism integrate a new paradigm  Criticism metonymy analysis, explaining its standard, operability and applicability features built on a reasonable and suitable for analysis and evaluation of discourse metonymy phenomenon discourse analysis mode.

Reference qualitative study focused research methods, research tools used to append text based language descriptive analysis through rigorous argument to obtain rigorous logical validity. Criticism metonymy analysis process based on qualitative research sampling principle purpose of the specific strategies selected from the corpus representative discourse analysis steps to verify the operability and applicability.

In addition, the subject of the main absorption of classical rhetoric, new rhetoric, critical discourse analysis, cognitive linguistics, political science, translation studies and other research areas relevant principles and methods. While the rhetorical theory of reference, this topic has always been the cornerstone of Western rhetoric, rhetoric in contemporary research as a guide, both in the inheritance and innovation continue to promote the deepening of research.

The main subject of the following aspects to make a meaningful innovations: 1 reasonable definition of the key terms rhetorical criticism, criticism, metonymy, criticized metonymy analysis and metonymy capabilities; 2 clear rhetorical criticism of metonymy analysis steps; 3 for the first time based on Western rhetoric more systematically rhetorical criticism of metonymy reorientation steps to build a structured, rational structure of the research paradigm; 4 obtained metonymy Rhetorical Criticism Research enlightenment, which in English writing, reading and translation capabilities metonymy students have important practical significance.

In addition, the subject of the rhetorical situation and ideology and other important concepts in depth Analysis of the comparison and demonstration are presented on the basis of its own with some innovative ideas. This studys main innovation is reflected in the Western rhetoric of related concepts such as speech screen, rhetorical motive, rhetorical situation, rhetorical persuasion, same, etc. into the rhetorical metonymy Criticism of the three steps of the analysis, the analytical model and gradually criticism metonymy clarity.

In this study, based on the theory of rhetorical criticism of the analysis and evaluation of metonymy has made a theoretical breakthrough that will help to establish the many criticisms metonymy Analysis Rhetorical Criticism mode place, showing its unique theoretical value. Rhetorical Criticism metonymy for discourse analysis to build a new model provides a theoretical reference.

This topic is also based on analysis of criticism metonymy metonymy build capacity and ability to put forward five metonymy important part, which will provide teaching of English writing, reading and translation teaching teaching provide some practical value, help improve students language skills and ability.

Metonymy Rhetorical Criticism

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