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Second Order Non-Elastic Calculation Theory and Application of Advanced Analysis of Steel Structure (Chinese Edition) - Softcover
Synopsis
This book gives a systematic introduction on the second order non-elastic calculation theory and its design application of the advanced analysis of steel structure. Divided into 13 chapters, the contents include advanced analysis of key technologies, curved scissors and torsional stability function, 3D beam-column element with three-dimensional supporting bar second order elastic nonlinear stiffness equation based curved scissors with twisted stable three-dimensional beam-column element interpolation functions and three-dimensional supporting baryuan second-order non-elastic stiffness equation, etc.
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- PublisherScience Press
- Publication date2012
- ISBN 10 7030322711
- ISBN 13 9787030322715
- BindingPaperback
- LanguageChinese
- Number of pages480
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[Genuine] higher steel structure analysis 2 order inelastic Theory and Application Liu Jian(Chinese Edition)
Seller: liu xing, Nanjing JiangSu, JS, China
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paperback. Condition: New. Ship out in 2 business day, And Fast shipping, Free Tracking number will be provided after the shipment.Pub Date: 2012 Pages: 480 Publisher: Science Press title: the higher steel structure analysis order inelastic Theory and Applications Original Price: 95.00 yuan Author: Liu Jian Press: Science Press Publication Date: 1 June 2012 Day ISBN: 9787030322715 words: Page: 480 Revision: 1 Binding: Paperback: 16 commodity identification: asinB008KWV8HY Editor's Choice higher steel structure analysis 2 order inelastic Theory and Applications available in the Civil Engineering Research and Design reference to the construction personnel. as universities Civil Engineering Professional and PhD graduate and senior undergraduate reference books. Abstract No Contents Preface Introduction Chapter 1 Introduction 1.1 steel structure engineering applications and development 1.1.1 High-rise steel structure and structural system Introduction in the development and structure of our system in light steel structure 1.1.2 Introduction 1.1.3 span space steel structure in steel structure design method in 1.2 steel structure design method development situation and problems in the development and structure of our system Introduction 1.2.1 Development Overview 1.2.2 Design of Steel Structures stable 1.2.3 existing component-based ultimate bearing capacity of two-stage design methods and problems of 1.2.4 the Advanced Analytical Design methods based on the ultimate bearing capacity of the structure 1.3.1 steel structure order inelastic analysis based on the structure of higher ultimate bearing capacity analysis and design methods 1.3 Higher Research progress of the analysis method 1.3.2 based on second-order inelastic steel structure Advanced Analytical methods 1.3.3 Advanced Analytical methods need to further improve the problem of the main research directions 1.3.5 1.3.4 steel structure of higher analysis based on advanced analysis and structural reliability of steel structure design method 1.3.6 Advanced analysis and design method based on the limit load applications envisaged Advanced Analysis 1.4 Summary Chapter 2 main factors affect the steel structure of higher analysis 2.1 Introduction 2.2 affect the steel structure of the initial defect factors 2.2 .1 initial geometric imperfections 2.2.2 Mechanics initial defects 2.4 2.3 geometric nonlinear factors material nonlinearity factors 2.5 semi-rigid connection the nonlinear factors 2.6 side torsional buckling nonlinear factors 2.7 warpage deformation nonlinear factors 2.8 2.9 bending shorten the beam-column shear deformation the nonlinear factors 2.10 shear deformation nonlinear factors 2.10.1 shear deformation of the member section 2.10.2 2.11 Summary Chapter 3 Steel advanced analysis of key local buckling nonlinear factors 3.2.2 residual stress technology 3.1 Introduction 3.2 Advanced Analytical methods for the consideration of the initial deflection and residual stress 3.2.1 initial geometric imperfections to consider ways to consider ways 3.3 geometric description of nonlinear conformational change in the 3.4-second-order nonlinear analysis transformation matrix 3.5 second-order finite element method of non-linear analysis method 3.5.1 3.5.2 3.6.2 plastic hinge of the beam-column theory method 3.6 material nonlinear analysis method 3.6.1 material nonlinear analysis method on the part of the structure 3.7 yield surface selection 3.7.1 Orbison yield surface 3.7.2 related equations yield surface the single equation 3.7.3 Chan yield surface 3.7.4 3.7.5 Ren-Zeng numerical fitting of Duan-Chan yield surface yield surface 3.7.6 book recommendations yield surface 3.8 second-order inelastic nonlinear analysis the method 3.8.1 interpolation function method 3.8.2 stable function 3.9 beam-column semi-rigid connections analysis method 3.10 nonlinear equations solving techniques 3.10.1 load incremental control law 3.10 .2 displacement increment control method 3.10.3 3.10.4 convergence criteria arc length control m. Seller Inventory # FR056798
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