Beam-Column Sections Are Discussed with Reference to Yielding and Hysteric Models inside New Book Advanced Analysis and Design of Steel Frames.DUBLIN, Ireland -- Research and Markets (http://www.researchandmarkets.com/reports/c54141) has announced the addition of Advanced Analysis and Design of Steel Frames to their offering The 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 hys·ter·ic n. 1. A person suffering from hysteria. 2. hysterics A fit of uncontrollable laughing or crying. 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 Beam column A structural member that is subjected to axial compression and transverse bending at the same time. A beam column differs from a column only by the presence of the eccentricity of the load application, end moment, or transverse load. and beam drift are presented. The concluding chapters focus on the planar A technique developed by Fairchild Instruments that creates transistor sublayers by forcing chemicals under pressure into exposed areas. Planar superseded the mesa process and was a major step toward creating the chip. frame system and different methods of analysis including elastic analysis, nonlinear A system in which the output is not a uniform relationship to the input. nonlinear - (Scientific computation) A property of a system whose output is not proportional to its input. analysis, and seismic analysis Seismic Analysis or Earthquake Engineering is a subset of structural analysis and is the calculation of the response of a building (or nonbuilding) structure to earthquakes. of stability. The super-FEM model is introduced in the final chapter, and its principles and analysis procedure are discussed in detail. About the Author: Professor Li received his PhD in Structural Engineering at Tongji University in 1988. That same year he started working at the University as a lecturer in Structural Engineering, and over the next six years he worked his way up to Associate Professor, and then Professor in 1994. His research interests lie mainly in the behavior and design of multi-storey steel buildings, the fire-resistance of steel structures and the dynamic identification of structures. He is an active member on the Editorial board of five International journals covering areas of research in steel and composite structures, structural engineering and materials, computational structural engineering, and advanced steel construction. He is the author of four books Four Books Chinese Sishu Ancient Confucian texts used as the basis of study for civil service examinations (see Chinese examination system) in China (1313–1905). in Chinese, and over eighty research papers. Chapter Outline: Preface. Symbols. Part One Advanced Analysis of Steel Frames. Chapter 1 Introduction. Chapter 2 Elastic Stiffness Equation of Prismatic pris·mat·ic also pris·mat·i·cal adj. 1. Of, relating to, resembling, or being a prism. 2. Formed by refraction of light through a prism. Used of a spectrum of light. 3. Brilliantly colored; iridescent. Beam Element. Chapter 3 Elastic Stiffness Equation of Tapered ta·per n. 1. A small or very slender candle. 2. A long wax-coated wick used to light candles or gas lamps. 3. A source of feeble light. 4. a. Beam Element. Chapter 4 Elastic Stiffness Equation of Composite Beam Element. Chapter 5 Sectional sec·tion·al adj. 1. Of, relating to, or characteristic of a particular district. 2. Composed of or divided into component sections. n. Yielding and Hysteretic hys·ter·e·sis n. pl. hys·ter·e·ses The lagging of an effect behind its cause, as when the change in magnetism of a body lags behind changes in the magnetic field. Model of Steel Beam Columns. Chapter 6 Hysteretic Behaviour of Composite Beams. Chapter 7 Elasto-Plastic Stiffness Equation of Beam Element. Chapter 8 Elastic and Elasto-Plastic Stiffness Equations of Column Element. Chapter 9 Effects of Joint Panel and Beam-Column Connection. Chapter 10 Brace Element and its Elastic and Elasto-Plastic Stiffness Equations. Chapter 11 Shear Beam and its Elastic and Elasto-Plastic Stiffness Equations. Chapter 12 Elastic Stability Analysis of Planar Steel Frames. Chapter 13 Nonlinear Analysis of Planar Steel Frames. Chapter 14 Seismic Response Analysis of Planar Steel Frames. Chapter 15 Analysis Model for Space Steel Frames. Part Two Advanced Design of Steel Frames. Chapter 16 Development of Structural Design Approach. Chapter 17 Structural System Reliability Calculation. Chapter 18 System Reliability Assessment of Steel Frames. Chapter 19 Reliability-Based Advanced Design of Steel Frames. References/Bibliography. Author Index. Subject Index. For more information visit http://www.researchandmarkets.com/reports/c54141 |
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