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Serviceability failures of concrete structures involving excessive
cracking or deflection are relatively common, even in structures
that comply with code requirements. This is often as a result of a
failure to adequately account for the time-dependent deformations
of concrete in the design of the structure. The serviceability
provisions embodied in codes of practice are relatively crude and,
in some situations, unreliable and do not adequately model the
in-service behaviour of structures. In particular, they fail to
adequately account for the effects of creep and shrinkage of the
concrete. Design for serviceability is complicated by the
non-linear and inelastic behaviour of concrete at service loads.
Providing detailed information, this book helps engineers to
rationally predict the time-varying deformation of concrete
structures under typical in-service conditions. It gives analytical
methods to help anticipate time-dependent cracking, the gradual
change in tension stiffening with time, creep induced deformations
and the load independent strains caused by shrinkage and
temperature changes. The calculation procedures are illustrated
with many worked examples. A vital guide for practising engineers
and advanced students of structural engineering on the design of
concrete structures for serviceability and provides a penetrating
insight into the time-dependent behaviour of reinforced and
prestressed concrete structures.
The design of structures in general, and prestressed concrete
structures in particular, requires considerably more information
than is contained in building codes. A sound understanding of
structural behaviour at all stages of loading is essential. This
textbook presents a detailed description and explanation of the
behaviour of prestressed concrete members and structures, both at
service loads and at ultimate loads, and in doing so, provides a
comprehensive and up-to-date guide to structural design. Much of
the text is based on first principles and relies only on the
principles of mechanics and the properties of concrete and steel,
with numerous worked examples. However, where the design
requirements are code specific, this book refers to the provisions
of the Australian Standard for Concrete Structures (AS3600-2009)
and, where possible, the notation is the same as in AS3600-2009. A
parallel volume is written to Eurocode 2, the European Standard for
the Design of Concrete Structures. The text runs from an
introduction to the fundamentals to in-depth treatments of more
advanced topics in modern prestressed concrete structures. It suits
senior undergraduate and graduate students, and also practising
engineers who want a comprehensive guide to the design of
prestressed concrete structures. It retains the clear and concise
explanations and the easy-to-read style of the first edition, but
the content has been extensively reorganised and considerably
expanded and updated. New chapters cover design procedures,
actions, and loads; prestressing systems and construction
requirements; and connections and detailing. The topic of
serviceability is developed extensively throughout. The authors
have been researching and teaching the behaviour and design of
prestressed concrete structures for more than 35 years, and this
updated edition of the book reflects this wealth of experience. The
work has also gained much from Ian Gilbe.
The design of structures in general, and prestressed concrete
structures in particular, requires considerably more information
than is contained in building codes. A sound understanding of
structural behaviour at all stages of loading is essential. This
textbook presents a detailed description and explanation of the
behaviour of prestressed concrete members and structures both at
service loads and at ultimate loads and, in doing so, provide a
comprehensive and up-to-date guide to structural design. Much of
the text is based on first principles and relies only on the
principles of mechanics and the properties of concrete and steel,
with numerous worked examples. However, where the design
requirements are code specific, this book refers to the provisions
of Eurocode 2: Design of Concrete Structures and, where possible,
the notation is the same as in Eurocode 2. A parallel volume is
written to the Australian Standard for Concrete Structures
AS3600-2009. The text runs from an introduction to the fundamentals
to in-depth treatments of more advanced topics in modern
prestressed concrete structures. It suits senior undergraduate and
graduate students and also practising engineers who want
comprehensive introduction to the design of prestressed concrete
structures. It retains the clear and concise explanations and the
easy-to-read style of the first edition, but the content has been
extensively re-organised and considerably expanded and updated. New
chapters cover design procedures, actions and loads; prestressing
systems and construction requirements; connections and detailing;
and design concepts for prestressed concrete bridges. The topic of
serviceability is developed extensively throughout. All the authors
have been researching and teaching the behaviour and design of
prestressed concrete structures for over thirty-five years and the
proposed new edition of the book reflects this wealth of
experience. The work has also gained much from Professor Gilbert
active and long-time involvement in the development of standards
for concrete buildings and concrete bridges.
The design of structures in general, and prestressed concrete
structures in particular, requires considerably more information
than is contained in building codes. A sound understanding of
structural behaviour at all stages of loading is essential. This
textbook presents a detailed description and explanation of the
behaviour of prestressed concrete members and structures, both at
service loads and at ultimate loads, and in doing so, provides a
comprehensive and up-to-date guide to structural design. Much of
the text is based on first principles and relies only on the
principles of mechanics and the properties of concrete and steel,
with numerous worked examples. However, where the design
requirements are code specific, this book refers to the provisions
of the Australian Standard for Concrete Structures (AS3600-2009)
and, where possible, the notation is the same as in AS3600-2009. A
parallel volume is written to Eurocode 2, the European Standard for
the Design of Concrete Structures. The text runs from an
introduction to the fundamentals to in-depth treatments of more
advanced topics in modern prestressed concrete structures. It suits
senior undergraduate and graduate students, and also practising
engineers who want a comprehensive guide to the design of
prestressed concrete structures. It retains the clear and concise
explanations and the easy-to-read style of the first edition, but
the content has been extensively reorganised and considerably
expanded and updated. New chapters cover design procedures,
actions, and loads; prestressing systems and construction
requirements; and connections and detailing. The topic of
serviceability is developed extensively throughout. The authors
have been researching and teaching the behaviour and design of
prestressed concrete structures for more than 35 years, and this
updated edition of the book reflects this wealth of experience. The
work has also gained much from Ian Gilbert's active and long-time
involvement in the development of the Australian Standards for
Concrete Structures (AS3600-2009) and Concrete Bridges
(AS5100.5-2012).
Building Energy Management Systems and Techniques: Principles,
Methods, and Modelling presents the fundamental concepts,
methodologies, modeling techniques, and design schemes of building
energy management systems. Covering the latest developments and
methodologies, the book brings together energy management, demand
response, evolutionary computation, and fundamental programming.
The book's authors explore the fundamental concepts related to
building energy management systems and put them into the context of
smart grids, demand response and demand side management, Internet
of Things, and distributed renewable energy. Advanced topics
provide the reader with an understanding of various energy
management scenarios and procedures for modern buildings in an
automatic and highly renewable-penetrated building environment.
This includes a range of energy management techniques for
building-side energy resources such as battery energy storage
systems, plug-in appliances, and HVAC systems.
Serviceability failures of concrete structures involving excessive
cracking or deflection are relatively common, even in structures
that comply with code requirements. This is often as a result of a
failure to adequately account for the time-dependent deformations
of concrete in the design of the structure. The serviceability
provisions embodied in codes of practice are relatively crude and,
in some situations, unreliable and do not adequately model the
in-service behaviour of structures. In particular, they fail to
adequately account for the effects of creep and shrinkage of the
concrete. Design for serviceability is complicated by the
non-linear and inelastic behaviour of concrete at service loads.
Providing detailed information, this book helps engineers to
rationally predict the time-varying deformation of concrete
structures under typical in-service conditions. It gives analytical
methods to help anticipate time-dependent cracking, the gradual
change in tension stiffening with time, creep induced deformations
and the load independent strains caused by shrinkage and
temperature changes. The calculation procedures are illustrated
with many worked examples. A vital guide for practising engineers
and advanced students of structural engineering on the design of
concrete structures for serviceability and provides a penetrating
insight into the time-dependent behaviour of reinforced and
prestressed concrete structures.
Provides Step-by-Step Instruction Structural Analysis: Principles,
Methods and Modelling outlines the fundamentals involved in
analyzing engineering structures, and effectively presents the
derivations used for analytical and numerical formulations. This
text explains practical and relevant concepts, and lays down the
foundation for a solid mathematical background that incorporates
MATLAB (R) (no prior knowledge of MATLAB is necessary), and
includes numerous worked examples. Effectively Analyze Engineering
Structures Divided into four parts, the text focuses on the
analysis of statically determinate structures. It evaluates basic
concepts and procedures, examines the classical methods for the
analysis of statically indeterminate structures, and explores the
stiffness method of analysis that reinforces most computer
applications and commercially available structural analysis
software. In addition, it covers advanced topics that include the
finite element method, structural stability, and problems involving
material nonlinearity. MATLAB (R) files for selected worked
examples are available from the book's website. Resources available
from CRC Press for lecturers adopting the book include: A solutions
manual for all the problems posed in the book Nearly 2000
PowerPoint presentations suitable for use in lectures for each
chapter in the book Revision videos of selected lectures with added
narration Figure slides Structural Analysis: Principles, Methods
and Modelling exposes civil and structural engineering
undergraduates to the essentials of structural analysis, and serves
as a resource for students and practicing professionals in solving
a range of engineering problems.
The design of structures in general, and prestressed concrete
structures in particular, requires considerably more information
than is contained in building codes. A sound understanding of
structural behaviour at all stages of loading is essential. This
textbook presents a detailed description and explanation of the
behaviour of prestressed concrete members and structures both at
service loads and at ultimate loads and, in doing so, provide a
comprehensive and up-to-date guide to structural design. Much of
the text is based on first principles and relies only on the
principles of mechanics and the properties of concrete and steel,
with numerous worked examples. However, where the design
requirements are code specific, this book refers to the provisions
of Eurocode 2: Design of Concrete Structures and, where possible,
the notation is the same as in Eurocode 2. A parallel volume is
written to the Australian Standard for Concrete Structures
AS3600-2009. The text runs from an introduction to the fundamentals
to in-depth treatments of more advanced topics in modern
prestressed concrete structures. It suits senior undergraduate and
graduate students and also practising engineers who want
comprehensive introduction to the design of prestressed concrete
structures. It retains the clear and concise explanations and the
easy-to-read style of the first edition, but the content has been
extensively re-organised and considerably expanded and updated. New
chapters cover design procedures, actions and loads; prestressing
systems and construction requirements; connections and detailing;
and design concepts for prestressed concrete bridges. The topic of
serviceability is developed extensively throughout. All the authors
have been researching and teaching the behaviour and design of
prestressed concrete structures for over thirty-five years and the
proposed new edition of the book reflects this wealth of
experience. The work has also gained much from Professor Gilbert
active and long-time involvement in the development of standards
for concrete buildings and concrete bridges.
Constitutive Modeling of Engineering Materials provides an
extensive theoretical overview of elastic, plastic, damage, and
fracture models, giving readers the foundational knowledge needed
to successfully apply them to and solve common engineering material
problems. Particular attention is given to inverse analysis,
parameter identification, and the numerical implementation of
models with the finite element method. Application in practice is
discussed in detail, showing examples of working computer programs
for simple constitutive behaviors. Examples explore the important
components of material modeling which form the building blocks of
any complex constitutive behavior.
Steel-concrete composite construction has been gaining popularity
over the last century thanks to its ability to well marry the
advantages of structural components made of concrete and steel.
This work studies the behaviour of composite beams with partial
shear interaction by means of the direct stiffness approach. An
analytical model is presented to describe the behaviour of
m-layered composite beams. For the particular case of two layers
closed form solutions are derived to predict the composite
behaviour in the linear-elastic range and accounting for time
effects. Based on this model, a direct stiffness approach is
formulated considering linear-elastic material properties. An
extension in the nonlinear range is proposed and validated against
experimental data available in the literature. The applicability of
this approach is further extended to account for the time-dependent
behaviour of the concrete. In this case only one discretisation is
necessary, i.e. in the time domain, instead of the two, i.e. one
discretisation in the time domain and one along the beam axis,
required by modelling techniques available in the literature.
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