Author(s)/Editor(s): Azev, António C.; Delgado, João M. P. Q.; Horowitz, Bernardo; Silva, Fernando A. N. | Size: 5.68 MB | Format:PDF | Quality:Original preprint | Publisher: Springer | Year: 2019 | pages: 93 | ISBN: ISBN 978-3-030-13620-8 ISBN 978-3-030-13621-5
This book offers a new calculation procedure of the structural behavior of grouped layout of silos, easy to use and with satisfactory responses.
Groups of reinforced concrete silos are structures commonly used in the food industry, where it is usually necessary to separate the storage of different types and sources of grain.
The grouped layout of silos has numerous benefits when compared with single-cell silos in which the emphasis is on creating further space for silage, normally referred to as interstice – a space formed between the edges of the group’s cells. This economic benefit, on the other hand, raises a structural problem for the designer of this type of building, which is to assess the magnitude of bending moments and hoop forces due to the structural continuity of the walls in the interstice region of the cells. Bending moments assume extreme values exactly when the interstice is loaded and the other cells in the group are empty.
To develop the formulation of the proposed analysis models, a parametric study was carried out that allowed the adequate consideration of the variables involved.
The idea is to help professionals, engineers, industrials and academics involved in this advanced interdisciplinary field as a comprehensive guide for courses offered at different levels of learning (undergraduate and postgraduate).
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This book is a thorough and comprehensive update of the 2002 edition, that incorporates detailed references to the Canadian, American, and British (European) standards, contextualized by the author based on over 30 years of construction experience. In addition to updates to the core text, many new topics are presented in the second edition, including a chapter discussing the methods for achieving quality control and ensuring quality assurance in concrete construction. The book consists of two parts. The first part provides basic information about normal concrete, its grades used on sites and various kinds of modified concretes such as fiber- reinforced concrete, sulphur concrete, roller compacted concrete, high performance concrete, ultra- high performance concrete, and flowing concrete. . It further addresses physical properties of concrete and various types of Portland cement, blended cements, admixtures, additives including properties of aggregates and their influence. The second part of the book highlights the principal causes of concrete deterioration along with protective measures, resulting from incorrect selection of constituent materials, poor construction methods, external factors, chemical attack, corrosion problems, hot and cold weather effects, and the various errors in designing and detailing. Featuring an extensive bibliography of the highly adopted standards as well as manuals and journals critical to the construction industry at the end of each chapter, the volume offers readers an advanced understanding of the theory and practical application of concrete technology and international standards in North America and Britain.
Addresses concrete technology as well as concrete construction practices, meeting national and international standards;
Maximizes readers' understanding of the principal causes of concrete deterioration along with protective measures;
Facilitates readers' grasp of different nomenclature used for the same materials in different parts of the world;
Features suitable tables, charts, and diagrams that illustrate and organize useful information;
Explains sustainable concrete doctrine and how to achieve it meeting green concrete / building requirements;
Provides a glossary, conversion factors, and examples of concrete mix design.
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Author(s): António J. Reis & José J. Oliveira Pedro
Published By:John Wiley & Sons
Published Year:2019
Size: ~29 MB
Quality:Original Preprint
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This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures.
These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs.
This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.
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This text provides a concise and practical guide to timber design, using both the Allowable Stress Design and the Load and Resistance Factor Design methods. It suits students in civil, structural, and construction engineering programs as well as engineering technology and architecture programs, and also serves as a valuable resource for the practicing engineer. The examples based on real-world design problems reflect a holistic view of the design process that better equip the reader for timber design in practice.
This new edition
- now includes the LRFD method with some design examples using LRFD for joists, girders and axially load members.
- is based on the 2015 NDS and 2015 IBC model code.
- includes a more in-depth discussion of framing and framing systems commonly used in practice, such as, metal plate connected trusses, rafter and collar tie framing, and pre-engineered framing.
- includes sample drawings, drawing notes and specifications that might typically be used in practice.
- includes updated floor joist span charts that are more practical and are easy to use.
- includes a chapter on practical considerations covering topics like flitch beams, wood poles used for footings, reinforcement of existing structures, and historical data on wood properties.
- includes a section on long span and high rise wood structures
- includes an enhanced student design project
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Civil engineers must assure that buildings have long and durable lives, and therefore structural assessment and repair are routinely required and must be performed with the utmost accuracy and professionalism. Assessment, Evaluation, and Repair of Concrete, Steel, and Offshore Structures presents the typical causes of structural failure and their mechanisms, discusses the most up-to-date methods for evaluation and structural assessment, and explains the best project management strategies from the feasibility stage through operations and maintenance. Numerous types of structures are examined and are further illustrated by relevant case studies.
Features:
Examines the probability of several types of structural failure and includes reliability analysis.
Presents best practices for predicting the structural lifetime for both onshore and offshore structures and reviews the most advanced methods for repair.
Includes numerous practical case studies of structural failure and offers mitigation strategies depending of type of structure.
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Autodesk Robot 2020 structural analysis professional
Size: 929 MB
Robot Structural Analysis Professional software features and facilities Autodesk:
-There is a range of linear and nonlinear structural analysis tools and behaviors
-Dynamic analysis of complex structures
-Check and simulate the pressures and normal loads such as earthquakes
-establishing two-way communication with Autodesk Revit software
-The integrated design of concrete and steel with more than 40 international codes for steel and concrete For more than 30
-Having direct analysis method (Direct Analysis Method or abbreviated DAM)
-Ability to simulate wind tunnel and created the wind load
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Reinforced concrete columns play a very important role in structural performance. As such, it is essential to apply a suitable analytical tool to estimate their structural behaviour considering all failure mechanisms such as axial, shear, and flexural failures. This book highlights the development of a fiber beam-column element accounting for shear effects and the effect of tension stiffening through reinforcement-to-concrete bond, along with the employment of suitable constitutive material laws.
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