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Books > Professional & Technical > Civil engineering, surveying & building > Structural engineering > General
This book is aimed at developing elementary analysis skills, familiarity and an intuitive feel for composite construction that is required by undergraduate and graduate students, and by structural engineers. It does not require a prior knowledge of advanced analysis and design techniques, and builds on simple concepts such as statics and the mechanics of materials. A topic is first introduced by a brief description, with numerous carefully-chosen examples forming an integral part of the main text. Working through the examples allows the reader to gain a full understanding of the subject, as a technique is illustrated by its application to designing new structures, or in the important area of assessing and upgrading existing structures.
In the last forty years, at least fifty books have been written on the subject of soil mechanics, most of them textbooks. Only a few touch on practical applications. Soil Engineering: Testing, Design, and Remediation supplies the information needed to fill the gap between textbook learning and practical know-how.
The complexity of specifications and the number of materials options available today for concrete production mean that the traditional procedure of making trial mixes is now unnecessary, expensive and time consuming. However the data generated by trial mixes can be incorporated into the development of computer-based systems and combined with knowledge generated through research and practice. J.D Dewar has spent much of the 20 years between 1979 and 1999 developing systems by which a small amount of materials data can be used confidently to predict the composition of the ideal product to satisfy a specification with maximim economy, or to provide the "batch book" to fulfill all requirements using a specified combination of materials. Equally useful is the potential for forward control by the continuous adjustment of designs to take account of current or developing materials properties.
In the last few decades, a considerable amount of experimental and analytical research in the seismic behaviour of masonry walls and buildings has been carried out. The investigations resulted in the development of methods for seismic resistance analysis and design, as well as new seismic resistance technologies and construction systems. After many centuries of traditional use and decades of allowable stresses verification, clear concepts for limit state verification of the seismic resistance of masonry buildings have recently been introduced in the seismic codes. Although this book is not a review of the state-of-the-art earthquake-resistant design of masonry structures, an attempt has been made to balance the discussion on recent code requirements, state-of-the-art methods of earthquake-resistant design and the author's research work in order to make the book useful for a broader application in the design practice. An attempt has also been made to present, in a condensed but easy to understand way, all the information needed for earthquake-resistant design of masonry buildings constructed in traditional masonry construction systems. The basic concepts of limit state verification are presented and equations for seismic resistance verification of masonry walls of all types of masonry construction, unreinforced, confined, and reinforced, as well as masonry in filled reinforced concrete frames, are explained. A method for seismic resistance verification, compatible with recent code requirements, is also discussed. In all cases, experimental results are used to explain the proposed methods and equations. An important part of this book discusses the problems of seismic repair, retrofitand rehabilitation of existing masonry buildings, including historical houses in urban nuclei. Methods of strengthening the masonry walls as well as improving the structural integrity of existing buildings are described in detail. Wherever possible, experimental evidence regarding the effectiveness of the proposed strengthening methods is given.
This publication elucidates the various problems associated with attaining stability, and provides the results for practical use by the design engineer. By presenting a simple and visual description of the physical phenomena, the authors show how to determine the critical loads of various structures, such as frames, arches, building structures, trusses and sandwiches. Special emphasis is given to the post-critical behaviour - essential for assessing the safety of structures - and furthermore to the summation theories that make the solution of complicated stability problems relatively simple. It is a guide for structural design engineers and researchers who need a good understanding of buckling phenomena. It should also be a useful text for undergraduate and MSc students on structural stability courses.
Provides a comprehensive theory for the rational design of concrete mixtures. The results of 12 years of research by the author, it embraces most of the contemporary cementitous materials, and allows the user to achieve an internationally-applicable mastery of concrete material through the use of computer software. The author presents a number of simple models for the understanding of a concrete system, and then provides the techniques for developing more sophisticated models for the practical design of concrete mixes. This should prove a useful reference for academic researchers in civil engineering departments, and tool for technicians in the readymix concrete and prefabrication industries.
Structural Modeling and Experimental Techniques presents a current treatment of structural modeling for applications in design, research, education, and product development. Providing numerous case studies throughout, the book emphasizes modeling the behavior of reinforced and prestressed concrete and masonry structures.
Many high-rise buildings have been constructed in recent decades,
particularly in Western Pacific Rim countries. Some examples of
these include the Grand Gateway at Xi Hui and the Tomorrow Square,
both in Shanghai, the Xiamen Post and Telecommunication Building in
China, the Petronas (twin) Towers in Malaysia and the Shanghai
World Financial Center. The last three are well over 1,000 feet in
height, with the Petronas Towers measuring 1,483 feet tall and the
Shanghai World Financial Center standing at 1,509 feet tall.
"The author, George A. Martin, knows his subject, not only fence
building but the farm and its requirements. He knows the stock: the
unconfinable pig, the dexterous cow. He knows his materials,
especially wood. I count twenty-one species of tree in the text,
each especially suited for a particular application. He knows the
value of work well done, done to last, and he aims to give value
himself, in authorship as in the building of simple necessary
structures."
Since the late 1970s a vast body of research has developed investigating the interfacial transition zone (ITZ) around components in cement paste (for example, aggregates and fibres) where the microstructure of the paste is different than that of the bulk paste. This book addresses the need to resolve the ITZ's influence on engineering and durability characteristics of cementitious composites in order to identify what systems and which properties are affected by it, and to quantify these effects in order to prepare the base for engineering design tools. This volume presents the proceedings of the Second International RILEM Conference on the Interfacial Transition Zone in Cementious Composites, held in Haifa, Israel in 1998. The primary aim of the conference was to clarify the role of the ITZ on engineering properties (such as strength, rigiditty and ductility) and durability characteristics (related to interfacial reactions and diffusion and permeability). A wide variety of properties of actual cementitious systems are addressed, enhancing the understanding of the interfacial effects on properties of cementitious composities which are of practical significance.
Theory of Adaptive Structures provides the basic theory for
controlling adaptive structures in static and dynamic environments.
It synthesizes well-established theories on modern control as well
as statics and dynamics of deformable bodies. Discussions
concentrate on the discrete parameter adaptive structures dealing
with actuator placement, actuator selection, and actuation
computation problems - keeping these structures at close proximity
of any chosen nominal state with the least energy consumption. An
introduction to the distributed parameter adaptive structures is
also provided.
Shell-type structures can be found almost everywhere. They appear in natural forms but also as man-made, load-bearing components in diverse engineering systems. Mankind has struggled to replicate nature's optimization of such structures but using modern computational tools it is now possible to analyse, design and optimise them systematically. Analysis and Optimization of Prismatic and Axisymmetric Shell Structures features: - comprehensive coverage of the background theory of shell structures; - development and implementation of reliable, creative and efficient computational tools for static and free-vibration analysis and structural optimization of variable-thickness shells and folded-plate structures; - integrated computer-aided curve and surface modelling tools and automatic mesh generation, structural analysis sensitivity analysis and mathematical programming methods;- CD-ROM containing well-documented Fortran software for these techniques using finite element and finite strip simulations which can be readily adapted by the reader for the solution of practical problems or for use within a teaching or research environment. Written by leading experts in finite element and finite strip methods, Analysis and Optimization of Prismatic and Axisymmetric Shell Structures will be of great interest to researchers in structural mechanics and in automotive, aerospace and civil engineering as well as to designers from all fields using shell structures for their strength-per-unit-mass advantages.
The increase in the popularity and the number of potential applications of the finite strip method has created a demand for a definitive text/reference on the subject. Fulfilling this demand, The Finite Strip Method provides practicing engineers, researchers, and students with a comprehensive introduction and theoretical development, and a complete treatment of current practical applications of the method.
Translated from the Russian, this English edition of the text has been revised and updated. It covers such topics as: reasons for strengthening bases and foundations of buildings; behavioural features and foundations of in-service buildings; and stabilization of soils.
Accident records show that sooner or later hindrances near a waterway will be hit by ships, be it navigation marks, bridge structures, reefs or shallows. With this background modelling and analysis of ship collisions to bridge structures have an increasing importance as the basis for rational decision making in connection with planning, design and construction of bridges over navigable waters. The International Symposium on Ship Collision Analysis focuses on advances in accident analysis, collision prevention and protective measures. The publication Ship Collision Analysis, Proceedings of the 1998 International Symposium, presents the papers of international experts in ship collision analysis and structural design. The contributions give the state of the art and point to future development trends with in the focus areas.
This text brings together contributions from researchers and practising engineers in the field of silo and containment structures, and is derived from a colloquium on the subject. As well as case studies, it includes reviews dealing with safety and risk in the design and operation of these structures. It brings together experts from a wide range of disciplines involved in silos, from many different industries and backgrounds, and helps to promote debate about acceptable levels of risk in this field of structural engineering.
Poor durability of concrete is a continuing concern to owners of structures and their professional advisors. Advances in methods of assessing and predicting durability are being made in many areas, and this book provides a review of the current situation. Contributions from leading researchers and consultants should make it a useful guide for all those responsible for concrete buildings and structures. This book should be of interest to consulting and structural engineers, local government engineers, concrete repair specialists, and university researchers.
Whenever a building, bridge, tunnel or dam collapses, it is front page news. Now two of the world's premier structural engineers take readers on a journey through the history of structural disasters, from the Parthenon and Rome's Coliseum to the Hyatt Regency in Kansas City and the Tacoma Narrows Bridge. 200 illustrations.
Wind forces from extreme wind events are the dominant loading for many parts of the world, exacerbated by climate change and the continued construction of tall buildings and structures. This authoritative source, for practising and academic structural engineers and graduate students, ties the principles of wind loads on structures to the relevant aspects of meteorology, bluff-body aerodynamics, probability and statistics, and structural dynamics. This new edition covers: Climate change effects on extreme winds - particularly those from tropical cyclones, hurricanes and typhoons Modelling of potential wind vulnerability and damage Developments in extreme value probability analysis of extreme wind speeds and directions Explanation of the difference between 'return period' and 'average recurrence interval', as well as 'bootstrapping' techniques for deriving confidence limits Wind over water, and profiles and turbulence in non-synoptic winds An expanded chapter on internal pressures produced by wind for various opening and permeability scenarios Aerodynamic shaping of high- and low-rise buildings Recent developments in five major wind codes and standards A new chapter on computational fluid dynamics (CFD), as applied to wind engineering A greatly expanded appendix providing the basic information on extreme wind climates for over 140 countries and territories Additional examples for many chapters in this book
This is a collection of conference papers which discuss construction methods in tunnelling. Subjects studied include; engineering classification and characterization of rock mass; planning, investigation and analysis of tunnels; shafts and inclined tunnels; and tunnelling equipment.
This book is unique on the subject because it is not so much a collection of individual work, but basically comprising national reports from most European countries on the present-day design methods, as prescribed in more or less strict national codes or recommendations and so daily used in practice by consulting engineers and contractors. As far as already implemented, the application of these methods within the framework of Eurocode 7 is described as well. In order to improve the understanding of the design methods, the national papers also consider aspects such as the local piling practice, limitations of the design methods, some practical examples and particular national experiences. The proceedings also include the contributions of two invited speakers as well as those of the three session discussion leaders, focusing on some particular aspects with regards to pile design. The book is of particular interest for those who are involved with pile design in practice, consulting engineers, piling contractors, control organisms as well as those dealing with geotechnical normalisation and research work.
Detailing a number of structural analysis problems such as residual welding stresses and distortions and behaviour of thin-walled rods loaded in bending, this text also explores mathematical function minimization methods, expert systems and optimum design of welded box beams.
The Strip Method Design Handbook is a thorough guide to the use of
the strip method, developed by Arne Hillerborg, for design of
reinforced concrete slabs. The strip method of design is relevant
to many types of slabs including rectangular slabs with all sides
supported and regular flat slabs with cantilevering parts. The
author discusses unevenly distributed loads, concentrated loads and
the influence of openings as well as joist floors and prestressed
slabs.
A state-of-the-art summary of recent developments in the behaviour, analysis and design of seismic resistant steel frames. It provides advanced students, researchers and professionals in civil and structural engineering with the basic principles which the modern seismic codes are based upon. The book is much more than a simple background volume, because it also gives the most recent results which can be used in the near future to improve the codified recommendations for steel structures in seismic zones. All recent developments in seismic design of steel frames are dealt with. The book illustrates how these developments can be utilized to improve design rules. This book should be of interest to structural engineers in the steel industry, consulting engineers, researchers and postgraduates, seismic engineers, and libraries. |
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