Author: Chu-Kia Wang | Size: 64 MB | Format:PDF | Quality:Scanner | Publisher: International Textbook Company | Year: 1966 ; 1St Edition edition (1966) | pages: 300 | ISBN: B000HX78KU
The purpose of this textbook is to provide material for an introductory course in which the fundamentals of formulating conventional methods of structural analysis in matrix notations are developed and illustrated with numerical examples.
Computer programs in the FORTRAN language, for typical procedures treated in the body of the text, are listed in the appendices in order to achieve flexibility in that the course may be conducted without access to computer usage. Experience in teaching this subject since 1958 has shown that students can best learn the "whys" by working with longhand matrix operations in simple problems.
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For mirror links, credit goes to: amindoxiti ; bridgeengineer
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Providing real world applications for different structural types and seismic characteristics, Seismic Design of Steel Structures combines knowledge of seismic behavior of steel structures with the principles of earthquake engineering. This book focuses on seismic design, and concentrates specifically on seismic-resistant steel structures.
Drawing on experience from the Northridge to the Tohoku earthquakes, it combines understanding of the seismic behavior of steel structures with the principles of earthquake engineering. The book focuses on the global as well as local behavior of steel structures and their effective seismic-resistant design. It recognises different types of earthquakes, takes into account the especial danger of fire after earthquake, and proposes new bracing and connecting systems for new seismic resistant steel structures, and also for upgrading existing reinforced concrete structures.
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4shared link size is 43mb
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This comprehensive and up-to-date reference work and resource book covers state-of-the-art and state-of-the-practice for bridge engineering worldwide. Countries covered include Canada and the United States in North America; Argentina and Brazil in South America; Bosnia, Bulgaria, Croatia, Czech Republic, Denmark, Finland, France, Greece, Macedonia, Poland, Russia, Serbia, Slovakia, and Ukraine in the European continent; China, Indonesia, Japan, Chinese Taipei, and Thailand in Asia; and Egypt, Iran, and Turkey in the Middle East.
The book examines the use of different materials for each region, including stone, timber, concrete, steel, and composite. It examines various bridge types, including slab, girder, segmental, truss, arch, suspension, and cable-stayed. A color insert illustrates select landmark bridges. It also presents ten benchmark comparisons for highway composite girder design from different countries; the highest bridges; the top 100 longest bridges, and the top 20 longest bridge spans for various bridge types including suspension, cable-stayed, extradosed, arch, girder, movable bridges (vertical lift, swing, and bascule), floating, stress ribbon, and timber; and bridge construction methods.
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Reinforced Concrete with FRP Bars: Mechanics and Design
Author: Antonio Nanni, Antonio De Luca, Hany Jawaheri Zadeh | Size: 43 MB | Format:PDF | Quality:Original preprint | Publisher: CRC Press | Year: 2014 | pages: 418 | ISBN: 0415778824
Corrosion-resistant, electromagnetic transparent and lightweight fiber-reinforced polymers (FRPs) are accepted as valid alternatives to steel in concrete reinforcement. Reinforced Concrete with FRP Bars: Mechanics and Design, a technical guide based on the authors’ more than 30 years of collective experience, provides principles, algorithms, and practical examples.
Well-illustrated with case studies on flexural and column-type members, the book covers internal, non-prestressed FRP reinforcement. It assumes some familiarity with reinforced concrete, and excludes prestressing and near-surface mounted reinforcement applications. The text discusses FRP materials properties, and addresses testing and quality control, durability, and serviceability. It provides a historical overview, and emphasizes the ACI technical literature along with other research worldwide.
Includes an explanation of the key physical mechanical properties of FRP bars and their production methods Provides algorithms that govern design and detailing, including a new formulation for the use of FRP bars in columns Offers a justification for the development of strength reduction factors based on reliability considerations Uses a two –story building solved in Mathcad® that can become a template for real projects
This book is mainly intended for practitioners and focuses on the fundamentals of performance and design of concrete members with FRP reinforcement and reinforcement detailing. Graduate students and researchers can use it as a valuable resource.
Antonio Nanni is a professor at the University of Miami and the University of Naples Federico II. Antonio De Luca and Hany Zadeh are consultant design engineers.
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LRFD Guide Specifications for Design of Concrete-filled FRP Tubes for Flexural and Axial Members
Size: 2 MB | Format:PDF | Quality:Original preprint | Publisher: American Association of State Highways and Transportation Officials (AASHTO) | Year: 2012 | Pages: 44 | ISBN: 9781560515593, 1560515597
These Specifications present provisions for the analysis and design of concrete-filled fiber-reinforced polymer (FRP) tubes (CFFT) for use as structural components in bridges. Design methodology presented in this specification allows CFFTs to be designed as flexural members, axial compression members, or members subjected to combined flexural and axial compression, in addition to shear. CFFT bridge components may include beams, arches, columns, and piles.
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Plates: Theories and Applications provides a comprehensive introduction to plate structures, covering classical theory and applications. It considers plate structures in several forms, starting from the simple uniform, thin, homogeneous metallic structure to more efficient and durable alternatives involving features such as variable-thickness, lamination, sandwich construction, fiber reinforcement, functional gradation, and moderately-thick to very-thick geometry. Different theoretical models are then discussed for analysis and design purposes starting from the classical thin plate theory to alternatives obtained by incorporation of appropriate complicating effects or by using fundamentally different assumptions.
Plates: Theori
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Posted by: TAFATNEB - 08-31-2014, 08:01 AM - Forum: Steel
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Seismic Retro tting Guideline s for Complex Steel Truss Highway Bridges
Author: Tom Ho (Coordinating Author)1, Roupen Donikian1, Tim Ingham1, Chuck Seim2, and Austin Pan | Size: 12.1 MB | Format:PDF | Quality:Unspecified | Publisher: MULTIDISCIPLINARY CENTER FOR EARTHQUAKE ENGINEERING RESEARCH University at Buffalo, State University of New York | Year: June 30, 2006 | pages: 190
This manual, entitled Seismic Retrofitting Guidelines for Complex Steel Truss Highway Bridges (referred to as Guidelines in this document), collects and summarizes the state-of-the-practice, up to 2005, for retrofitting steel truss bridges on the highway system within the United States. These Guidelines are based on and are supplementary to the Seismic Retrofitting Manual for Highway Structures Part 1: Bridges (referred to in these Guidelines as the Bridge Retrofitting Manual), developed by the Multidisciplinary Center for Earthquake Engineering Research (MCEER), to be published by the Federal Highway Administration (FHWA) in 2006. The AASHTO Standard Specifications for Highway Bridges generally apply to the design of new “ordinary” highway bridges with spans less than 500 ft and with a design life of 75 years. The AASHTO Standard Specifications for Highway Bridges also suggest that supplemental specifications may be required for the design of new highway bridges of “unusual types,” or for the design of “long-span” bridges with spans longer than 500 ft. These two bridge classifications usually have design lives of 100 years or more.
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