Steel Plate Shear Walls with Gravity Load: Theory and Design, LV Yang
Автор: Finley A. Charney, Thomas F. Heausler, Justin D. Marshall Название: Seismic Loads: Guide to the Seismic Load Provisions of ASCE 7-16 ISBN: 0784415501 ISBN-13(EAN): 9780784415504 Издательство: Mare Nostrum (Eurospan) Рейтинг: Цена: 105330.00 T Наличие на складе: Невозможна поставка. Описание: Provides clear, authoritative explanations of the seismic design provisions contained in Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16. When used with the standard commentary, this book assists structural engineers in applying the latest thinking in seismic design of new building structures.
Автор: William L. Coulbourne, T. Eric Stafford Название: Wind Loads: Guide to the Wind Load Provisions of ASCE 7-16 ISBN: 0784415269 ISBN-13(EAN): 9780784415269 Издательство: Mare Nostrum (Eurospan) Рейтинг: Цена: 94250.00 T Наличие на складе: Невозможна поставка. Описание: Provides a comprehensive overview of the wind load provisions in Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16. The authors focus on the provisions that affect the planning, design, and construction of buildings for residential and commercial purposes.
Автор: Stamenkovic, Hrista Название: Innovative shear design ISBN: 0367863626 ISBN-13(EAN): 9780367863623 Издательство: Taylor&Francis Рейтинг: Цена: 70430.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: Innovative Shear Design presents a new, rational and economical design procedure that offers increased protection against shear for all types of structures.
Автор: Estefan?a Cuenca Название: On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete ISBN: 3319136852 ISBN-13(EAN): 9783319136851 Издательство: Springer Рейтинг: Цена: 121890.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: This book sheds light on the shear behavior of Fiber Reinforced Concrete (FRC) elements, presenting a thorough analysis of the most important studies in the field and highlighting their shortcomings and issues that have been neglected to date.
Автор: Andrey V. Boiko; Alexander Dovgal; Genrih R. Grek; Название: Physics of Transitional Shear Flows ISBN: 9400737114 ISBN-13(EAN): 9789400737112 Издательство: Springer Рейтинг: Цена: 121110.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: This book offers a thorough overview of the transition phenomena in subsonic, wall-bounded shear flows. The text is supplemented by computational guides, recommended exercises, and PowerPoint multimedia notes based on results of real scientific experiments.
Автор: Razdolsky Название: Probability-Based Structural Fire Load ISBN: 110703874X ISBN-13(EAN): 9781107038745 Издательство: Cambridge Academ Рейтинг: Цена: 132000.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: Probability-Based Structural Fire Load introduces the subject of probabilistic analysis to engineers and can also act as a reference to guide those applying this technology. In addition to providing an understanding of how fire affects structures, this book provides guidance for design professionals and is a resource for educators.
Автор: J. Tejchman Название: Shear Localization in Granular Bodies with Micro-Polar Hypoplasticity ISBN: 3642089488 ISBN-13(EAN): 9783642089480 Издательство: Springer Рейтинг: Цена: 144410.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: This well-structured book presents numerical simulations of shear localization in granular materials. The book uses a hypoplastic constitutive model enhanced by a characteristic length of the micro-structure in the form of a mean grain diameter.
Автор: Mohamed Shama Название: Torsion and Shear Stresses in Ships ISBN: 3642430945 ISBN-13(EAN): 9783642430947 Издательство: Springer Рейтинг: Цена: 156720.00 T Наличие на складе: Есть у поставщика Поставка под заказ. Описание: This book covers an area of ship structure analysis and design that has not been exhaustively examined by other references. It presents the basic concepts of the methods and procedures required to calculate torsion and shear stresses in ship structures.
This book gathers the main research findings on monotonic, cyclic and postcyclic shear behavior of low-plasticity. Drawing on the low-plasticity silt from the Mississippi River Valley, it determines that the silt's critical state line can be changed due to liquefaction, and thus offers valuable insights and reference data for further investigations on soil mechanics and engineering applications to verify the above research findings.
Low-plasticity silt with a plasticity index of less than 10, though commonly found around the world, nonetheless differs greatly from sand and clay in terms of its shear behavior. Failure to take into account the differences in shear characteristics between silt, clay and sand will lead to overconservative designs of offshore structures. In particular, dynamic loading from earthquakes, trains and ocean waves can set off the liquefaction of low-plasticity silt, and with it, major disasters and losses of properties. Additionally, some civil infrastructures have failed not only due to cyclic loading during an earthquake, but also due to reduction of shear strength or stiffness after that.
Автор: T. Eric Stafford Название: Significant Changes to Minimum Design Load Provision for ASCE 7-16 ISBN: 0784414572 ISBN-13(EAN): 9780784414576 Издательство: Mare Nostrum (Eurospan) Рейтинг: Цена: 136750.00 T Наличие на складе: Невозможна поставка. Описание: Summarises the major changes to the rain, snow, seismic, wind, and other provisions and introduce the new tsunami guidelines. In a user-friendly, appealing format, this volume presents a summary of each change, an explanation of the rationale behind it, and a detailed analysis of its implications, generously illustrated by photographs, diagrams, or other visual aids.
A component will not be reliable unless it is designed with required reliability.
Reliability-Based Mechanical Design uses the reliability to link all design parameters of a component together to form a limit state function for mechanical design. This design methodology uses the reliability to replace the factor of safety as a measure of the safe status of a component. The goal of this methodology is to design a mechanical component with required reliability and at the same time, quantitatively indicates the failure percentage of the component. Reliability-Based Mechanical Design consists of two separate books: Volume 1: Component under Static Load, and Volume 2: Component under Cyclic Load and Dimension Design with Required Reliability.
This book is Reliability-Based Mechanical Design, Volume 2: Component under Cyclic Load and Dimension Design with Required Reliability. It begins with a systematic description of a cyclic load. Then, the books use two probabilistic fatigue theories to establish the limit state function of a component under cyclic load, and further to present how to calculate the reliability of a component under a cyclic loading spectrum. Finally, the book presents how to conduct dimension design of typical components such as bar, pin, shaft, beam under static load, or cyclic loading spectrum with required reliability.
Now, the designed component will be reliable because it has been designed with the required reliability. The book presents many examples for each topic and provides a wide selection of exercise problems at the end of each chapter. This book is written as a textbook for senior mechanical engineering students after they study the course Design of Machine Elements or a similar course. This book is also a good reference for design engineers and presents design methods in such sufficient detail that those methods are readily used in the design.
Название: Shear behavior of composite soils ISBN: 0367885689 ISBN-13(EAN): 9780367885687 Издательство: Taylor&Francis Рейтинг: Цена: 51030.00 T Наличие на складе: Невозможна поставка. Описание: This book has the purpose of developing an understanding of the factors determining and influencing the shear behavior of soils, with emphasis on composite soils, as they are the most encountered materials in geological and geotechnical engineering in mountainous areas. This objective is reached by examining the soil compressibility, structure o
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