Behavior And Design Of High Strength Constructional Steel

Behavior and Design of High-Strength Constructional Steel presents readers with extensive information on the behavior of high-strength constructional steels, providing them with the confidence they need to use them in a safe and economic manner to design and construct steel structures. The book includes detailed discussions on the mechanical properties of HHS while explaining the latest progress in research and design guidelines, including material properties at ambient and elevated temperatures. In addition, the book explains the behavior of elementary members subject to different types of loads and load combinations, and those that are integral to the design of bolted and welded connections. The hysteretic behavior of HHS materials and members are also discussed. This is critical for application and designs under earthquakes and fire conditions. The buckling behaviors of HSS box-section and H-section columns are included in terms of experimental and numerical investigations, along with the geometric imperfection induced by welding. Provides a comprehensive review on the topic of high-strength constructional steel and the latest progress in research and design guidelines Explains the behavior of elementary members subjected to different types of loads and load combinations Recommends structural systems for using high-strength constructional steels in seismic zones

Behavior and Design of High-Strength Constructional Steel presents readers with extensive information on the behavior of high-strength constructional steels, providing them with the confidence they need to use them in a safe and economic manner to design and construct steel structures. The book includes detailed discussions on the mechanical properties of HHS while explaining the latest progress in research and design guidelines, including material properties at ambient and elevated temperatures. In addition, the book explains the behavior of elementary members subject to different types of loads and load combinations, and those that are integral to the design of bolted and welded connections. The hysteretic behavior of HHS materials and members are also discussed. This is critical for application and designs under earthquakes and fire conditions. The buckling behaviors of HSS box-section and H-section columns are included in terms of experimental and numerical investigations, along with the geometric imperfection induced by welding. Provides a comprehensive review on the topic of high-strength constructional steel and the latest progress in research and design guidelines Explains the behavior of elementary members subjected to different types of loads and load combinations Recommends structural systems for using high-strength constructional steels in seismic zones

"Strives to present in a logical manner the theoretical background needed for developing and explaining design requirements. Beginning with coverage of background material, including references to pertinent research, the development of specific formulas used in the AISC Specifications is followed by a generous number of design examples explaining in detail the process of selecting minimum weight members to satisfy given conditions."--Publisher's website.

High-strength steel (HSS) is critical to modern buildings and civil engineering structures. Novel research, methods, and designs are continually being developed. High-Strength Steel Structures presents advances in the fundamental mechanical performance of HSS structures, and design guidance and methods for practical engineering. The book considers the fundamental behaviour of HSS structures, including their material properties, and sectional residual stress distribution, long and stud columns subjected to compression, and seismic performance. The volume presents the latest advances from a leading research group, based at Tsinghua University in China, and most of the findings described here are new to national or international standards. The book gives details on the experimental, theoretical and numerical studies that went into the mechanical performance, design methodology and engineering application of an innovative structure system. Six chapters introduce HSS structures; consider their material properties; the residual stress modelling of HSS sections; the overall building behaviour and local buckling behaviour of HSS columns; and finally the seismic behaviour of HSS structures. This title offers a comprehensive reference for practicing engineers and architects, and a blueprint for future studies on the design and practical engineering of HSS structures. Presents the latest research and advances in high-strength steel structures Presents findings not yet covered by national or international standards Describes a range of experimental programmes on high-strength steel structures including their data Details robust scientific design methods for high-strength steel structures with typical structural elements Offers innovative design methodologies, as well as research methodologies valuable for future research

Corrugated web girders (CWGs), used for bridge construction, differ in important ways from conventional prismatic girders. Behavior and Design of Trapezoidally Corrugated Web Girders for Bridge Construction details the behavior and design of CWGs in bridge construction and includes unique research into high-strength steel. The title gives a comprehensive review of the last decade in CWG design. In-depth explanations of key concepts are given — such as the accordion effect — that differentiate these girders from more conventional flat-webbed girders, and the authors also present specialized research into tubular flanged girders. The book distinguishes between prismatic and tapered CWGs, explains failure modes under both shear and flexure, and gives clear figures to illustrate these modes. The volume compares international building codes and offers recommendations for future research. Seven chapters cover –– An introduction to CWGs for bridge construction; Development of bridges with corrugated webs; Real boundary conditions between flange and web; Shear buckling behavior; Flexural buckling behavior; Recent erection methods and; Future research. Enables the reader to understand advances and future directions in the behavior and design of CWGs for bridge building Reviews advances in the behavior and design of CWGs Explains concepts which make these girders different from conventional flat-webbed girders Distinguishes between the behavior of prismatic and tapered CWGs Considers the failure modes of girders under shear and flexure, as well as ultimate strength Compares international codes — such as Eurocode 3 — in useful technical detail

Under fire conditions, the strong interactions in structures result in different load carrying mechanisms and drastic redistributions of internal forces in structural members, which are concentrated at and transferred via connections. Fire safety depends on the performance of these connections, including their temperature distribution and load-carrying mechanisms, and good performance ensures structural robustness in fire. Behaviour and Design of Steel and Composite Connections in Fire is the only dedicated book on fire performance of connections in steel and composite structures. Recent experimental and numerical studies, from individual elements to whole, real-scale structures, have indicated that connections are among the most vulnerable and critical parts of these structures. This book synthesises the research findings on this important subject and explains the essential features in an accessible way in one single source. The book is ideal for researchers, structural engineers and fire protection engineers in their applications of performance-based fire engineering.

Analysis and Design of Plated Structures: Stability, Second Edition covers the latest developments in new plate solutions and structural models for plate analysis. Completely revised and updated by its distinguished editors and international team of contributors, this edition also contains new chapters on GBT-based stability analysis and the finite strip and direct strength method (DSM). Other sections comprehensively cover bracing systems, storage tanks under wind loading, the analysis and design of light gauge steel members, applications of high strength steel members, cold-formed steel pallet racks, and the design of curved steel bridges. This is a comprehensive reference for graduate students, researchers and practicing engineers in the fields of civil, structural, aerospace, mechanical, automotive and marine engineering. Features new chapters on the stability behavior of composite plates such as laminated composite, functionally graded, and steel concrete composite plate structures Includes newly developed numerical simulation methods and new plate models Provides generalized beam theory for analyzing thin-walled structures

Geschwindner's 2nd edition of Unified Design of Steel Structures provides an understanding that structural analysis and design are two integrated processes as well as the necessary skills and knowledge in investigating, designing, and detailing steel structures utilizing the latest design methods according to the AISC Code.The goal is to prepare readers to work in design offices as designers and in the field as inspectors. This new edition is compatible with the 2011 AISC code as well as marginal references to the AISC manual for design examples and illustrations, which was seen as a real advantage by the survey respondents. Furthermore, new sections have been added on: Direct Analysis, Torsional and flexural-torsional buckling of columns, Filled HSS columns, and Composite column interaction. More real-world examples are included in addition to new use of three-dimensional illustrations in the book and in the image gallery; an increased number of homework problems; and media approach Solutions Manual, Image Gallery.