Structural Stability Theory and Practice: Buckling of Columns, Beams, Plates, and Shells combines necessary information on structural stability into a single, comprehensive resource suitable for practicing engineers and students alike. Written in both US and SI units, this invaluable guide is perfect for readers within and outside of the US. Structural Stability Theory and Practice: Buckling of Columns, Beams, Plates, and Shell offers:
Detailed and patiently developed mathematical derivations and thorough explanations
Energy methods that are incorporated throughout the chapters
Connections between theory, design specifications and solutions
The latest codes and standards from the American Institute of Steel Construction (AISC), Canadian Standards Association (CSA), Australian Standards (SAA), Structural Stability Research Council (SSRC), and Eurocode 3
Solved and unsolved practice-oriented problems in every chapter, with a solutions manual for unsolved problems included for instructors
Ideal for practicing professionals in civil, mechanical, and aerospace engineering, as well as upper-level undergraduates and graduate students in structural engineering courses, Structural Stability Theory and Practice: Buckling of Columns, Beams, Plates, and Shell provides readers with detailed mathematical derivations along with thorough explanations and practical examples.
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Bridge design and construction technologies have experienced remarkable developments in recent decades, and numerous long-span bridges have been built or are under construction all over the world. Cable-supported bridges, including cable-stayed bridges and suspension bridges, are the main type of these long-span bridges, and are widely used in highways crossing gorges, rivers, and gulfs, due to their superior structural mechanical properties and beautiful appearance. However, cable-supported bridges suffer from harsh environmental effects and complex loading conditions, such as heavier traffic loads, strong winds, corrosion effects, and other natural disasters. Therefore, the lifetime safety evaluation of these long-span bridges considering the rigorous service environments is an essential task.
Features:
Presents a comprehensive explanation of system reliability evaluation for all aspects of cable-supported bridges.
Includes a comprehensive presentation of the application of system reliability theory in bridge design, safety control, and operational management.
Addresses fatigue reliability, dynamic reliability and seismic reliability assessment of bridges.
Presents a complete investigation and case study in each chapter, allowing readers to understand the applicability for real-world scenarios.
Reliability and Safety of Cable-Supported Bridges provides a comprehensive application and guidelines for system reliability techniques in cable-supported bridges. Serving as a practical educational resource for both undergraduate and graduate level students, practicing engineers, and researchers, it also intends to provide an intuitive appreciation for probability theory, statistical methods, and reliability analysis methods.
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"Procedure for performing field permeability testing by the Well Permeameter Method" By United States Department of the Interior, Bureau of Reclamation (USBR 7300-89).
Article/eBook Full Name: An Impulse and Earthquake Energy Balance Approach in Nonlinear Structural Dynamics Author(s): Izuru Takewaki Edition: First Publish Date: 2021 ISBN: 9780367681401 Published By: CRC Press Related Links:
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Perform3D is a nonlinear analysis and design product focused on displacement-based and capacity design of buildings.
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Reinforced concrete is the most widely used construction material in the world, and extended performance is rightly expected. Many structures are in aggressive environments, of critical importance and may be irreplaceable, so repair and protection are vital. This book surveys deterioration of concrete, particularly corrosion of the steel reinforcement, and the various chemical, biological, physical and mechanical causes of deterioration. It outlines condition survey and diagnosis techniques by on-site and laboratory measurements. It sets out mechanical methods of protection and repair, such as patching, inhibitors, coatings, penetrants and structural strengthening as well as cathodic protection and other electrochemical methods. This book also gives guidance on preventative measures including concrete technology and construction considerations, coatings and penetrants, alternate reinforcement, permanent corrosion monitoring and durability planning aspects.
Asset managers, port engineers, bridge maintenance managers, building managers, heritage structure engineers, plant engineers, consulting engineers, architects, specialist contractors and construction material suppliers who have the task of resolving problems of corrosion of steel reinforced concrete elements will find this book an extremely useful resource. It will also be a valuable reference for students at postgraduate level.
Authors
The late Professor Brian Cherry of Monash University, Melbourne, Australia was one of the world’s leading corrosion science and engineering educators and researchers.
Warren Green of Vinsi Partners, Sydney, Australia is a corrosion engineer and materials scientist. He is also an Adjunct Associate Professor.
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Design Guide on the ACI 318-19 Building Code Requirements for Structural Concrete
Author(s): CRSI Published By:CRSI Published Year:2020 Size: 80 MB Quality:Original Preprint Abstract: A comprehensive guide to assist design professionals on the design and detailing of reinforced concrete buildings.Based on ACI 318-19. Design Guide on the ACI 318 Building Code Requirements for Structural Concrete
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Special thanks to Mr sabooryan and seismic isolation, telegram channel group manager by Eng.Alireza salehin
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For mat foundation most of time we got its thickness from punching check (two way shear) , no one care about one way shear check in mat foundation at least this is what I observed by reading tons of books! is kind of that they tell you that for mat foundation if punching is ok then the one way shear also will be ok.
My question is what about piled raft foundation, do we need to check one way shear? if yes, how we can check it ? is it ok to just take the entire width of mat for checking one way shear as ACI mentioned? or we need to check it through stress evaluation inside the piled raft? or if we checked the punching and the flexural reinforcement be reasonable for selected thickness, that is all we need.
Most of piled raft design references concentrate on interaction between piles piles, raft piles, piles soil, raft soils, and have no information about how to calculate thickness for piled raft foundation system ! so please if you know a good reference for it tell me, thanks
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