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037 _a10.1002/9780470319949
_bWiley InterScience
_nhttp://www3.interscience.wiley.com
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082 0 4 _a624.1773
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100 1 _aLi, G. Q.
245 1 0 _aAdvanced analysis and design of steel frames /
_cGuo-Qiang Li, Jin-Jun Li.
264 1 _aChichester :
_bJohn Wiley,
_c[2007]
264 4 _c©2007
300 _a1 online resource (xv, 368 pages) :
_billustrations
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
504 _aIncludes bibliographical references and index.
505 0 _aCover -- Advanced Analysis and Design of Steel Frames -- TOC36;Contents -- Preface -- Symbols -- Part One Advanced Analysis of Steel Frames -- CH36;Chapter 1 Introduction -- 146;1 Type of Steel Frames -- 146;2 Type of Components for Steel Frames -- 146;3 Type of Beam8211;Column Connections -- 146;4 Deformation of Joint Panel -- 146;5 Analysis Tasks and Method for Steel Frame Design -- 146;6 Definition of Elements in Steel Frames -- CH36;Chapter 2 Elastic Stiffness Equation of Prismatic Beam Element -- 246;1 General Form of Equation -- 246;2 Special Forms of Elemental Equations -- 246;3 Examples -- CH36;Chapter 3 Elastic Stiffness Equation of Tapered Beam Element -- 346;1 Tapered Beam Element -- 346;2 Numerical Verification -- 346;3 Appendix -- CH36;Chapter 4 Elastic Stiffness Equation of Composite Beam Element -- 446;1 Characteristics and Classification of Composite Beam -- 446;2 Effects of Composite Action on Elastic Stiffness of Composite Beam -- 446;3 Elastic Stiffness Equation of Steel8211;Concrete Composite Beam Element -- 446;4 Example -- 446;5 Problems in Present Work -- CH36;Chapter 5 Sectional Yielding and Hysteretic Model of Steel Beam Columns -- 546;1 Yielding of Beam Section Subjected to Uniaxial Bending -- 546;2 Yielding of Column Section Subjected to Uniaxial Bending -- 546;3 Yielding of Column Section Subjected to Biaxial Bending -- 546;4 Hysteretic Model -- 546;5 Determination of Loading and Deformation States of Beam8211;Column Sections -- CH36;Chapter 6 Hysteretic Behaviour of Composite Beams -- 646;1 Hysteretic Model of Steel and Concrete Material Under Cyclic Loading -- 646;2 Numerical Method for Moment8211;Curvature Hysteretic Curves -- 646;3 Hysteretic Characteristics of Moment8211;Curvature Relationships -- 646;4 Parametric Studies -- 646;5 Simplified Hysteretic Model -- CH36;Chapter 7 Elasto45;Plastic Stiffness Equation of Beam Element -- 746;1 Plastic Hinge Theory -- 746;2 Clough Model -- 746;3 Generalized Clough Model -- 746;4 Elasto45;Plastic Hinge Model -- 746;5 Comparison Between Elasto45;Plastic Hinge Model and Generalized Clough Model -- 746;6 Effects of Residual Stresses and Treatment of Tapered Element -- 746;7 Beam Element with Plastic Hinge Between Two Ends -- 746;8 Subdivided Model with Variable Stiffness for Composite Beam Element -- 746;9 Examples -- CH36;Chapter 8 Elastic and Elasto45;Plastic Stiffness Equations of Column Element -- 846;1 Force and Deformation of Column Element -- 846;2 Elastic Stiffness Equation of Column Element Subjected to Biaxial Bending -- 846;3 Elasto45;Plastic Stiffness Equations of Column Element Subjected to Biaxial Bending -- 846;4 Elastic and Elasto45;Plastic Stiffness Equations of Column Element Subjected to Uniaxial Bending -- 846;5 Axial Stiffness of Tapered Column Element -- 846;6 Experiment Verification -- CH36;Chapter 9 Effects of Joint Panel and Beam8211;Column Connection -- 946;1 Behaviour of Joint Panel -- 946;2 Effect of Shear Deformation of Joint Panel on Beam47;Column Stiffness -- 946;3 Behaviour of Beam8211;Column Connections -- 946;4 Effect of Deformation of Beam8211;Column Connection on Beam Stiffness -- 946;5 Examples -- CH36;Chapter 10 Brace Element and its Elastic and Elasto45;Plastic Stiffness Equations -- 1046;1 Hysteretic Behaviour of Braces -- 1046;2 Theoretical Analysis of Elastic and Elasto45;Plastic Stiffnesses of Brace Element -- T$90.
520 _aThe book begins with an introductory chapter to provide you with background knowledge of the different types of steel frames. The following chapter introduces the elastic stiffness equation for beam element, both general and special form is explained, before providing you with application examples of the equation. Next, Beam-column sections are discussed with reference to yielding and hysteric models. The following chapters cover the'elasto-plastic stiffness equation for beam element', and the'elastic and elasto-plastic stiffness equations for column element'. Joint panels and beam-to-column connections and their effects on the stiffness of beam columns and beam drift are presented. The concluding chapters focus on the planar frame system and different methods of analysis including elastic analysis, nonlinear analysis, and seismic analysis of stability. The super-FEM model is introduced in the final chapter, and its principles and analysis procedure are discussed in detail.
588 0 _aPrint version record.
650 0 _aSteel, structural.
650 0 _aStructural frames.
650 0 _aStructural analysis (Engineering)
650 4 _aSteel, Structural.
655 4 _aElectronic books.
700 1 _aLi, Jin-Jun,
_d1973-
710 2 _aWiley InterScience (Online service)
773 0 _tWiley e-books
776 0 8 _iPrint version:
_aLi, G.Q.
_tAdvanced analysis and design of steel frames.
_dChichester : John Wiley, ©2007
_z9780470030615
_z0470030615
_w(DLC) 2007298045
_w(OCoLC)76851425
856 4 _uhttps://eresourcesptsl.ukm.remotexs.co/user/login?url=https://doi.org/10.1002/9780470319949
_zWiley Online Library
907 _a.b16755686
_b2022-10-25
_c2019-11-12
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