|Author||: Guo-Qiang Li,Yan-Bo Wang|
|Publisher||: Woodhead Publishing|
|Release Date||: 2020-11-01|
|ISBN 10||: 0081029322|
|Pages||: 662 pages|
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
Lists citations with abstracts for aerospace related reports obtained from world wide sources and announces documents that have recently been entered into the NASA Scientific and Technical Information Database.
The 4th Pacific Structural Steel Conference held in Singapore between 25th and 27th October 1995 aims to disseminate the latest information, data, expertise and technology related to design, performance and construction of steel structures - including steel bridges, tubular structures, marine and offshore structures, space frames and tall buildings. The papers published in these three volumes provide an essential reference source for all those involved with the design of steel structures.
|Author||: Bahram M. Shahrooz|
|Publisher||: Transportation Research Board|
|Release Date||: 2011-01-01|
|ISBN 10||: 030915541X|
|Pages||: 72 pages|
TRB's National Cooperative Highway Research Program (NCHRP) Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement evaulates the existing American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design Specifications relevant to the use of high-strength reinforcing steel and other grades of reinforcing steel having no discernible yield plateau. The report also includes recommended language to the AASHTO LRFD Bridge Design Specifications that will permit the use of high-strength reinforcing steel with specified yield strengths not greater than 100 ksi. The Appendixes to NCHRP Report 679 were published online.
|Author||: American Society of Civil Engineers|
|Release Date||: 2006|
|Pages||: 329 pages|
Vols. 29-30 include papers of the International Engineering Congress, Chicago, 1893; v. 54 includes papers of the International Engineering Congress, St. Louis, 1904.
|Author||: Alphose Zingoni|
|Publisher||: CRC Press|
|Release Date||: 2013-08-15|
|ISBN 10||: 1315850788|
|Pages||: 960 pages|
Research and Applications in Structural Engineering, Mechanics and Computation contains the Proceedings of the Fifth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2013, Cape Town, South Africa, 2-4 September 2013). Over 420 papers are featured. Many topics are covered, but the contributions may be seen to fall
As software skills rise to the forefront of design concerns, the art of structural conceptualization is often minimized. Structural engineering, however, requires the marriage of artistic and intuitive designs with mathematical accuracy and detail. Computer analysis works to solidify and extend the creative idea or concept that might have started o
Material Properties of Steel Fire Conditions is a major new contribution on how to understand the material properties of steel in fires. The application of new types of steel and development of sophisticated codes of practice has grown dramatically in recent years, making this a timely resource on the topic. Under fire conditions, knowing the material properties of steel is essential in the fire resistance design of steel structures, such as in Eurocode3. This book shows that the reduction factors of mechanical properties of different steels are quite different. In recent years, the authors of this book have carried out significant testing on the material properties of several types of steels, such as Q460 steel, Q690 steel and A992 steel, etc. Users will find this new test data on the material properties of steel with temperature useful in evaluating the fire resistance of steel structures in their own projects. Deals with the material properties of steels in fire conditions, including thermal properties and mechanical properties, such as thermal conductivity, strength, elastic modulus and creep behavior Provides basic knowledge to perform fire resistance design of steel structures Presents information useful to designers, researches and students who must conduct fire resistance design or perform structural analyses on high strength steel structures
|Author||: J.Y. Richard Liew,Ming-Xiang Xiong,Bing-Lin Lai|
|Publisher||: Woodhead Publishing|
|Release Date||: 2021-08-01|
|ISBN 10||: 0128234369|
|Pages||: 230 pages|
High strength materials offer alternatives to normal strength materials for high-rise construction. A higher material strength means a smaller member size is required to resist the design load. Consequently, high strength materials can be used for columns and in the walls of high-rise buildings. However, high strength concrete is brittle, and high strength thin steel plates are prone to local buckling. A solution to overcome such problems is to adopt a steel-concrete composite design in which concrete provides lateral restraint to steel plates against local buckling, and steel plates provides confinement to high strength concrete, enhancing its strength and ductility. Most design codes (from the USA, China, Europe, and Japan) do not provide guidance on the design of composite steel concrete structures using high strength concrete and high strength steel. Design of Steel-Concrete Composite Structures Using High Strength Materials addresses this need, providing guidance on the design of composite steel concrete structures using high strength concrete and high strength steel, and complementing existing codes. It gives insight into the design of concrete filled steel tubes (CFSTs) and concrete encased steel (CES) members with a concrete cylinder strength up to 90 N/mm2 and steel of yield strength up to 550 N/mm2. The title includes a database of over 2500 test results on composite columns, allowing design methods to be evaluated. Calculations are presented to determine critical parameters affecting the strength and ductility of high strength composite columns. Finally, the book proposes design methods for axial-moment interaction curves in composite columns. This allows a unified approach to the design of columns with normal and high strength steel concrete materials. Through seven chapters, this book offers solutions in the use of high strength materials to design and construct advanced tall buildings. Presents the design and construction of composite structures using high strength concrete and high strength steel—complementing and extending Eurocode 4 standards Redresses a gap in design codes—including from the USA, China, Europe and Japan— to cover composite structures using high strength concrete and steel in a comprehensive way Gives insight into the design of concrete filled steel tubes (CFSTs) and concrete encased steel (CES) members Includes a database of test results, and gives calculations, allowing evidence-based evaluation of current design methods and critical parameters Works up a unified approach to designing columns with normal and high strength steel and concrete
9th STESSA 2018 Selected, peer reviewed papers from the 9th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA 2018), February 14-17, 2018, Christchurch, New Zealand