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Elastic, Plastic and Yield Design of Reinforced Structures

Elastic, Plastic and Yield Design of Reinforced Structures
  • Author : Patrick De Buhan,Jérémy Bleyer,Ghazi Hassen
  • Publisher :Unknown
  • Release Date :2017-07-21
  • Total pages :342
  • ISBN : 9780081021132
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Summary : Elastic, Plastic and Yield Design of Reinforced Structures presents a whole set of new results which have been published by the authors over the last 30 years in the field of continuum solid mechanics applied to the analysis and design of reinforced civil engineering structures. The focus is on the development and application of up-scaling/homogenization methods in the design of such composite structures, with a special emphasis on the plastic behavior and ultimate strength of materials. The specificity of the book is highlighted by at least two completely innovative concepts which lie at the very heart of the book’s originality: the elaboration of a fully comprehensive homogenization-based method for the design of reinforced structures (and not only materials), through the study of macroscopic behavior, and the development of a multiphase model for materials reinforced by linear inclusions, which considerably extends the range of applicability of the classical homogenization procedure. Sums up almost thirty years of original research in the field of mechanics applied to the analysis and design of reinforced civil engineering structures Focuses on the application of upscaling/homogenization methods to the design of civil engineering structures Highlights the elaboration of a fully comprehensive homogenization-based method for the design of reinforced structures (and not only materials), through the concept of macroscopic behavior Features development of a multiphase model for materials reinforced by linear inclusions, which considerably extends the range of applicability of the classical homogenization procedure.

Structures to Resist the Effects of Accidental Explosions

Structures to Resist the Effects of Accidental Explosions
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1991
  • Total pages :229
  • ISBN : MINN:30000002410623
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Summary :

The Shock and Vibration Bulletin

The Shock and Vibration Bulletin
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1984
  • Total pages :229
  • ISBN : MINN:31951000664948N
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Summary :

Summaries of Publications

Summaries of Publications
  • Author : Politecnico di Milano. Dipartimento di Ingegneria Strutturale
  • Publisher :Unknown
  • Release Date :1987
  • Total pages :229
  • ISBN : CORNELL:31924057148334
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Summary :

Geodex Structural Information Service

Geodex Structural Information Service
  • Author : Geodex International
  • Publisher :Unknown
  • Release Date :1988
  • Total pages :229
  • ISBN : CORNELL:31924090460522
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Summary :

Seismic Design Aids for Nonlinear Analysis of Reinforced Concrete Structures

Seismic Design Aids for Nonlinear Analysis of Reinforced Concrete Structures
  • Author : Srinivasan Chandrasekaran,Luciano Nunziante,Giorgio Serino,Federico Carannante
  • Publisher :Unknown
  • Release Date :2016-04-19
  • Total pages :258
  • ISBN : 1439809151
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Summary : Tools to Safeguard New Buildings and Assess Existing Ones Nonlinear analysis methods such as static pushover are globally considered a reliable tool for seismic and structural assessment. But the accuracy of seismic capacity estimates—which can prevent catastrophic loss of life and astronomical damage repair costs—depends on the use of the correct basic input parameters. Seismic Design Aids for Nonlinear Analysis of Reinforced Concrete Structures simplifies the estimation of those vital parameters. Many design engineers make the relatively common mistake of using default properties of materials as input to nonlinear analyses without realizing that any minor variation in the nonlinear characteristics of constitutive materials, such as concrete and steel, could result in a solution error that leads to incorrect assessment or interpretation. Streamlined Analysis Using a Mathematical Model To achieve a more accurate pushover analysis and improve general performance-based design, this book reassesses some key inputs, including axial force-bending moment yield interaction, moment-curvature, and moment-rotation characteristics. It analyzes these boundaries using a detailed mathematical model of reinforced concrete sections based on international codes, and then proposes design curves and tables derived from the authors’ studies using a variety of nonlinear tools, computer programs, and software. The text reviews relevant literature and describes mathematical modeling, detailing numerical procedures step by step. Including supplementary online material that can be used to compute any parameter, this reference delineates nonlinear properties of materials so that they can be used instantly for seismic analysis without having to solve cumbersome equations.

Plastic Methods for Steel and Concrete Structures

Plastic Methods for Steel and Concrete Structures
  • Author : Stuart S. J. Moy
  • Publisher :Unknown
  • Release Date :1996-11-11
  • Total pages :271
  • ISBN : 9781349138104
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Summary : This is a completely revised, updated and reset edition of the text that appeared with the same title during the 1980s. It covers the requirements of the most recent design standards (BS5950, BS8110 and the Eurocodes) and will appeal to undergraduate and postgraduate students of civil and structural engineering and to practising engineers. Plastic behaviour and the methods for calculating the collapse load of steel structures are discussed and examined in detail. An explanation of the effects of deflections, instability and imperfections on the collapse of structures is followed by a description of the design methods for steel structures. The application of plastic methods to concrete structures and the yield line and strip methods for slabs are also presented. The coverage of both steel and concrete in the same volume is a unique feature of this text which will appeal to many readers. Throughout the book, the emphasis is on applications to modern analysis and design. Each chapter provides the background theory, followed by a series of carefully graded examples with many diagrams that illustrate application of the theory; the chapter concludes with a brief summary which is followed by a wide range of problems (with answers).

Journal of the American Concrete Institute

Journal of the American Concrete Institute
  • Author : American Concrete Institute
  • Publisher :Unknown
  • Release Date :1985
  • Total pages :229
  • ISBN : UOM:39015010883570
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Summary : Each number includes "Synopsis of recent articles."

Critical Earthquake Response of Elastic-Plastic Structures Under Near-Fault or Long-Duration Ground Motions: Closed-Form Approach via Impulse Input

Critical Earthquake Response of Elastic-Plastic Structures Under Near-Fault or Long-Duration Ground Motions: Closed-Form Approach via Impulse Input
  • Author : Izuru Takewaki
  • Publisher :Unknown
  • Release Date :2015-12-22
  • Total pages :229
  • ISBN : 9782889197422
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Summary : The specialty section Earthquake Engineering is one branch of Frontiers in Built Environment and welcomes critical and in-depth submissions on earthquake ground motions and their effects on buildings and infrastructures. Manuscripts should yield new insights and ultimately contribute to a safer and more reliable design of building structures and infrastructures. The scope includes the characterization of earthquake ground motions (e.g. near-fault, far-fault, short-period, long-period), their underlying properties, their intrinsic relationship with structural responses, and the true behaviors of building structures and infrastructures under risky and uncertain ground motions. More specific topics include recorded ground motions, generated ground motions, response spectra, stochastic modeling of ground motion, critical excitation, geotechnical aspects, soil mechanics, soil liquefaction, soil-structure interactions, pile foundations, earthquake input energy, structural control, passive control, active control, base-isolation, steel structures, reinforced concrete structures, wood structures, building retrofit, structural optimization, uncertainty analysis, robustness analysis, and redundancy analysis. This eBook includes four original research papers, in addition to the Specialty Grand Challenge article, on the critical earthquake response of elastic-plastic structures under near-fault or long-duration ground motions which were published in the specialty section Earthquake Engineering. In the early stage of dynamic nonlinear response analysis of structures around 1960s, a simple hysteretic structural model and a simple sinusoidal earthquake ground motion input were dealt with together with random inputs. The steady-state response was tackled by an equivalent linearization method developed by Caughey, Iwan and others. In fact, the resonance plays a key role in the earthquake-resistant design and it has a strong effect even in case of near-fault ground motions. In order to draw the steady-state response curve and investigate the resonant property, two kinds of repetition have to be introduced. One is a cycle, for one forced input frequency, of the initial guess of the steady-state response amplitude, the construction of the equivalent linear model, the analysis of the steady-state response amplitude using the equivalent linear model and the update of the equivalent linear model based on the computed steady-state response amplitude. The other is the sweeping over a range of forced input frequencies. This process is quite tedious. Four original research papers included in this eBook propose a new approach to overcome this difficulty. Kojima and Takewaki demonstrated that the elastic-plastic response as continuation of free-vibrations under impulse input can be derived in a closed form by a sophisticated energy approach without solving directly the equations of motion as differential equations. While, as pointed out above, the approach based on the equivalent linearization method requires the repetition of application of the linearized equations, the method by Kojima and Takewaki does not need any repetition. The double impulse, triple impulse and multiple impulses enable us to describe directly the critical timing of impulses (resonant frequency) which is not easy for the sinusoidal and other inputs without a repetitive procedure. It is important to note that, while most of the previous methods employ the equivalent linearization of the structural model with the input unchanged, the method treated in this eBook transforms the input into a series of impulses with the structural model unchanged. This characteristic guarantees high accuracy and reliability even in the large plastic deformation range. The approach presented in this eBook is an epoch-making accomplishment to open the door for simpler and deeper understanding of structural reliability of built environments in the elastic-plastic range

Applied Mechanics Reviews

Applied Mechanics Reviews
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1995
  • Total pages :229
  • ISBN : UCSD:31822020354148
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Summary :

Seismic Design of Reinforced Concrete Structures for Controlled Inelastic Response

Seismic Design of Reinforced Concrete Structures for Controlled Inelastic Response
  • Author : Comité euro-international du béton
  • Publisher :Unknown
  • Release Date :1998
  • Total pages :174
  • ISBN : 0727726412
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Summary : This detailed guide is designed to enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes.

Inelastic Analysis of Structures

Inelastic Analysis of Structures
  • Author : Milan Jirasek,Zdenek P. Bazant
  • Publisher :Unknown
  • Release Date :2001-12-21
  • Total pages :758
  • ISBN : 0471987166
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Summary : The modeling of mechanical properties of materials and structures is a complex and wide-ranging subject. In some applications, it is sufficient to assume that the material remains elastic, i.e. that the deformation process is fully reversible and the stress is a unique function of strain. However, such a simplified assumption is appropriate only within a limited range, and in general must be replaced by a more realistic approach that takes into account the inelastic processes such as plastic yielding or cracking. This book presents a comprehensive treatment of the most important areas of plasticity and of time-dependent inelastic behavior (viscoplasticity of metals, and creep and shrinkage of concrete). It covers structural aspects such as: * incremental analysis * limit analysis * shakedown analysis * optimal design * beam structures subjected to bending and torsion * yield line theory of plates * slip line theory * size effect in structures * creep and shrinkage effects in concrete structures. The following aspects of the advanced material modeling are presented: * yield surfaces for metals and plastic-frictional materials * hardening and softening * stress-return algorithms * large-strain formulations * thermodynamic framework * microplane models * localization of plastic strain. Inelastic Analysis of Structures is a textbook for basic and advanced courses on plasticity, with a slight emphasis on structural engineering applications, but with a wealth of material for geotechnical, mechanical, aerospace, naval, petroleum and nuclear engineers. The text is constructed in a very didactical way, while the mathematics has been kept rigorous.

ACI Manual of Concrete Practice

ACI Manual of Concrete Practice
  • Author : American Concrete Institute
  • Publisher :Unknown
  • Release Date :1994
  • Total pages :229
  • ISBN : UCSD:31822017702416
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Summary :

Transactions of the American Society of Civil Engineers

Transactions of the American Society of Civil Engineers
  • Author : American Society of Civil Engineers
  • Publisher :Unknown
  • Release Date :1980
  • Total pages :229
  • ISBN : UOM:39015039879708
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Summary : Vols. 29-30 contain papers of the International Engineering Congress, Chicago, 1893; v. 54, pts. A-F, papers of the International Engineering Congress, St. Louis, 1904.

Developments in Tall Buildings, 1983

Developments in Tall Buildings, 1983
  • Author : Lynn S. Beedle,Council on Tall Buildings and Urban Habitat
  • Publisher :Unknown
  • Release Date :1983
  • Total pages :880
  • ISBN : UOM:39015006318714
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Summary :

Proceedings of the ... International Modal Analysis Conference & Exhibit

Proceedings of the ... International Modal Analysis Conference & Exhibit
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1987
  • Total pages :229
  • ISBN : UOM:39015012660489
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Summary :

Seismic Design of Concrete and Masonry Structures

Seismic Design of Concrete and Masonry Structures
  • Author : M. J. N Priestley,Frieder Seible
  • Publisher :Unknown
  • Release Date :1988
  • Total pages :229
  • ISBN : UCSD:31822009014051
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Summary :

Concrete International

Concrete International
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :2003
  • Total pages :229
  • ISBN : STANFORD:36105113187111
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Summary :

Journal of Geotechnical Engineering

Journal of Geotechnical Engineering
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1996
  • Total pages :229
  • ISBN : UCSD:31822008713240
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Summary :

Science progress

Science progress
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1972
  • Total pages :229
  • ISBN : UCAL:B3835033
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Summary :

Civil Engineering for Practicing and Design Engineers

Civil Engineering for Practicing and Design Engineers
  • Author : Anonim
  • Publisher :Unknown
  • Release Date :1983
  • Total pages :229
  • ISBN : STANFORD:36105010850365
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Summary :