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This book aims to present specific complicated and puzzling
challenges encountered for application of the Finite Element Method
(FEM) in solving Structural Engineering problems by using ABAQUS
software, which can fully utilize this method in complex simulation
and analysis. Therefore, an attempt has been to demonstrate the all
process for modeling and analysis of impenetrable problems through
simplified step by step illustrations with presenting screenshots
from software in each part and also showing graphs. Farzad Hejazi
is the Associate Professor in the Department of Civil Engineering,
Faculty of Engineering, University Putra Malaysia (UPM), and a
Senior Visiting Academic at the University of Sheffield, UK. Hojjat
Mohammadi Esfahani,an expert on Finite Element Simulation,has more
than 10 years of experience in the teaching and training of Finite
Element packages, such as ABAQUS.
Focusses on solving problems in the Structural Dynamics using
ABAQUS Software. Helps analyze and model different types of
structures with various dynamic and cyclic loads. Discusses
simulation of irregular-shaped objects composed of several
different materials with multipart boundary conditions. Includes
application of various load effects to the developed structural
models in ABAQUS Software. Covers broad array of applications such
as bridges, offshores, dam, seismic resistant systems, and so
forth.
The main aim of this book is to demonstrate the fundamental theory
of advanced solid mechanics through simplified derivations with
details illustrations to deliver the principal concepts. It covers
all conceptual principals on two- and three-dimensional stresses,
strains, stress-strain relations, theory of elasticity and theory
of plasticity in any type of solid materials including anisotropic,
orthotropic, homogenous and isotropic. Detailed explanation and
clear diagrams and drawings are accompanied with the use of proper
jargons and notations to present the ideas and appropriate guide
the readers to explore the core of the advanced solid mechanics
backed by case studies and examples. Aimed at undergraduate, senior
undergraduate students in advanced solid mechanics, solid
mechanics, strength of materials, civil/mechanical engineering,
this book Provides simplified explanation and detailed derivation
of correlation and formula implemented in advanced solid mechanics
Covers state of two and three-dimensional stresses and strains in
solid materials in various conditions Describes principal
constitutive models for various type of materials include of
anisotropic, orthotropic, homogenous and isotropic materials.
Includes stress-strain relation and theory of elasticity for solid
materials. Explores inelastic behaviour of material, theory of
plasticity and yielding criteria.
The main aim of this book is to demonstrate the fundamental theory
of advanced solid mechanics through simplified derivations with
details illustrations to deliver the principal concepts. It covers
all conceptual principals on two- and three-dimensional stresses,
strains, stress-strain relations, theory of elasticity and theory
of plasticity in any type of solid materials including anisotropic,
orthotropic, homogenous and isotropic. Detailed explanation and
clear diagrams and drawings are accompanied with the use of proper
jargons and notations to present the ideas and appropriate guide
the readers to explore the core of the advanced solid mechanics
backed by case studies and examples. Aimed at undergraduate, senior
undergraduate students in advanced solid mechanics, solid
mechanics, strength of materials, civil/mechanical engineering,
this book Provides simplified explanation and detailed derivation
of correlation and formula implemented in advanced solid mechanics
Covers state of two and three-dimensional stresses and strains in
solid materials in various conditions Describes principal
constitutive models for various type of materials include of
anisotropic, orthotropic, homogenous and isotropic materials.
Includes stress-strain relation and theory of elasticity for solid
materials. Explores inelastic behaviour of material, theory of
plasticity and yielding criteria.
This book presents an analysis procedure for structures that are
exposed to the lateral loads such as earthquake and wind. It
includes the process for calculating and distributing the effective
load into structural elements, as well as for calculating the
displacements for different types of structures, e.g. reinforced
concrete and steel framed structures. The book provides civil
engineers with clear guidelines on how to perform seismic analysis
for various building systems, and how to distribute the lateral
load to the structural components. This book consists of 4
chapters: The first chapter offers an introduction, while Chapter 2
discusses moment resistance frame. The final two chapters explore
shear wall frames and brace frames respectively. Each chapter
follows the same structure, explaining step by step all the
necessary algorithms, equations and procedures for calculating 1)
loads, 2) the centre of mass, 3) stiffness of structures, 4) centre
of stiffness, 5) lateral loading, 6) the distribution of lateral
loads, and 7) the lateral displacement. Demonstrating the
implementation of real building analysis, the book provides
architectural drawings and structural plans at the beginning of
each chapter.
This book is tailored to the needs of structural engineers who are
seeking to become familiar with the design of steel structures
based on Eurocode 3. It explains each step of the design process
using comprehensive flow charts, tables and equations as well as
numerous examples. The useful appendices, including general
sections and properties as well as general formulas for shear
force, maximum bending moment and deflection for several selected
loading conditions, offer designers a valuable source of reference.
The book also introduces a specially developed design-aid program,
which provides immediate results without the need for modeling, and
as such considerably reduces the time needed for the design stage.
This book presents an analysis procedure for structures that are
exposed to the lateral loads such as earthquake and wind. It
includes the process for calculating and distributing the effective
load into structural elements, as well as for calculating the
displacements for different types of structures, e.g. reinforced
concrete and steel framed structures. The book provides civil
engineers with clear guidelines on how to perform seismic analysis
for various building systems, and how to distribute the lateral
load to the structural components. This book consists of 4
chapters: The first chapter offers an introduction, while Chapter 2
discusses moment resistance frame. The final two chapters explore
shear wall frames and brace frames respectively. Each chapter
follows the same structure, explaining step by step all the
necessary algorithms, equations and procedures for calculating 1)
loads, 2) the centre of mass, 3) stiffness of structures, 4) centre
of stiffness, 5) lateral loading, 6) the distribution of lateral
loads, and 7) the lateral displacement. Demonstrating the
implementation of real building analysis, the book provides
architectural drawings and structural plans at the beginning of
each chapter.
This book discusses the conceptual theory of structural dynamics,
using simplified methods and clear, concise explanations. It
illustrates all the hypotheses in a simple and effective way and
describes in detail the derivation of all related formulations.
Further, comprehensive step-by-step explanations combined with
conceptual derivations, drawings and figures allow readers to grasp
all the analytical formulations related to the dynamics of
structures. Covering free and forced vibrations of single- and
multi-degree of freedom systems represented as structure, subjected
to dynamic load, the book also explores the most common types of
dynamic loads applicable to structures, such as harmonic loads,
impact loads and earthquakes, presenting relevant details,
derivations and effective problems to explain the concept for
various conditions. In addition, each chapter provides examples at
different levels to help students, researchers and engineers gain a
better understanding of the topics better, and includes numerous
real-world problems to familiarize readers with the challenges
related to structural engineering.
This book discusses the conceptual theory of structural dynamics,
using simplified methods and clear, concise explanations. It
illustrates all the hypotheses in a simple and effective way and
describes in detail the derivation of all related formulations.
Further, comprehensive step-by-step explanations combined with
conceptual derivations, drawings and figures allow readers to grasp
all the analytical formulations related to the dynamics of
structures. Covering free and forced vibrations of single- and
multi-degree of freedom systems represented as structure, subjected
to dynamic load, the book also explores the most common types of
dynamic loads applicable to structures, such as harmonic loads,
impact loads and earthquakes, presenting relevant details,
derivations and effective problems to explain the concept for
various conditions. In addition, each chapter provides examples at
different levels to help students, researchers and engineers gain a
better understanding of the topics better, and includes numerous
real-world problems to familiarize readers with the challenges
related to structural engineering.
This book is tailored to the needs of structural engineers who are
seeking to become familiar with the design of steel structures
based on Eurocode 3. It explains each step of the design process
using comprehensive flow charts, tables and equations as well as
numerous examples. The useful appendices, including general
sections and properties as well as general formulas for shear
force, maximum bending moment and deflection for several selected
loading conditions, offer designers a valuable source of reference.
The book also introduces a specially developed design-aid program,
which provides immediate results without the need for modeling, and
as such considerably reduces the time needed for the design stage.
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