The book aims to provide an overview of the state of the art on the mechanics of arches and masonry structures. It is addressed to an international audience, arising from the international context in which the Associazione Edoardo Benvenuto has carried out its activities in recent years, under the honorary presidency of Jacques Heyman. The book belongs to the collection Between Mechanics and Architecture, born in 1995 from the collaboration of several renowned scholars, including Edoardo Benvenuto (P. Radelet-de Grave, E. Benvenuto (eds.), Entre Mecanique et Architecture / Between Mechanics and Architecture, Birkhauser, Basel 1995).

Written for civil, structural and geotechnical engineers, this book presents the latest research and practical experience in the design of high-arch dams in seismically active regions, from an author team that is highly active and experienced in the design, development and construction of 300m high arch dams. The book covers the entire subject of dam design for seismic regions, including seismic input mechanisms and modeling, non-linear analysis techniques for dam structure and foundations, concrete material properties, and simulation techniques for dam design. Of particular value are the real-world experimental data and design case studies that enhance the book and ensure that readers can apply the theoretical content to their own projects.

Tension Structures, Second edition delivers a unique coverage of the topic of tension structures ranging from a variety of pre-stressed cable net and fabric roofing forms to suspension bridge cables. The emphasis is on finding minimum energy forms of these structures by analogy to nature. Tension Structures, Second edition: * features a number of projects detailing structural form and behaviour of tension structures * offers an exclusive perspective that brings together fabric and cable structures, suspension bridge cables, and rigid structural forms, such as arches and shells * provides unique insights into numerical modelling of cable and fabric structures * includes brand new sections on modelling of suspension bridge cables and demonstrates its relevance to conceptual design of arch structures * presents the latest approaches to patterning of fabric structures As a permanent fixture of modern architecture, tension structures demonstrate their potential for creating aesthetically pleasing art forms and offer wonderful design opportunities that arise from their ability to span large distances with elegance and structural efficiency. Tension Structures, Second edition compiles a vast amount of knowledge while providing an accessible entry to a rather specialised field. The mathematical expositions are set at an undergraduate level and, wherever possible, non-mathematical language is used to aid the understanding of fundamental concepts. The book will be of interest to researchers studying tension structures, engineering and architectural students, practising civil and structural engineers, architects, and scientists developing computational methodologies for non-linear problems in areas other than civil engineering.

This short book describes the basic technological aspects involved in the creation of purely clinch and clinch-adhesive joints made of different types of adherent materials and employing different joining technologies. Basic parameters that need to be taken into account in the design process are also presented, while a comparison of experimental testing of the hybrid joint with simple clinching for a combination of different joining materials underlines the advantages of opting for hybrid joints. The book's conclusions will facilitate the practical application of this new fastening technology.

This book provide a series of designs, materials, characterization and modeling, that will help create safer and stronger structures in coastal areas. The authors take a look at the different materials (porous, heterogeneous, concrete...), the moisture transfers in construction materials as well as the degradation caused by external attacks and put forth systems to monitor the structures or evaluate the performance reliability as well as degradation scenarios of coastal protection systems.

Between July 1761, when a navigable aqueduct opened on the Bridgewater Canal at Barton-upon-Irwell, and July 1963, date of the completion of the Thelwall Viaduct on the M6 near Warrington, Britain would see the construction of a great number of aqueducts and viaducts. Emblems of the industrial age, from unassuming arches built to carry canals over streams to immense multi-span structures conveying railways across estuaries or roads above plains, each bridge has its own distinctive history and character. In this book, Victoria Owens takes a look at the fascinating history behind some of the most iconic landmarks of the British landscape, charting the ambitions of the engineers who designed them, the endurance of the labourers who built them and the impact that they have made upon the face of the nation. Numerous photographs illustrate the text, and grid references give a guide to the bridges' locations.

Geotechnical Engineering Calculations and Rules of Thumb, Second Edition, offers geotechnical, civil and structural engineers a concise, easy-to-understand approach to selecting the right formula and solving even most difficult calculations in geotechnical engineering. A "quick look up guide", this book places formulas and calculations at the reader's finger tips. In this book, theories are explained in a "nutshell" and then the calculation is presented and solved in an illustrated, step-by-step fashion. In its first part, the book covers the fundamentals of Geotechnical Engineering: Soil investigation, condition and theoretical concepts. In the second part it addresses Shallow Foundations, including bearing capacity, elastic settlement, foundation reinforcement, grillage design, footings, geogrids, tie and grade beams, and drainage. This session ends with a chapter on selecting foundation types. The next part covers Earth Retaining Structures and contains chapters on its basic concepts and types, gabion walls and reinforced earth walls. The following part covers Geotechnical Engineering Strategies providing coverage of softwares, instrumentation, excavations, raft design, rock mechanics, dip angle and strike, rock stabilization equipment, soil anchors, tunnel design, seismology, geosynthetics, and slurry cutoff walls. The final part is on Pile Foundations including content on design on sandy soils, clay soils, pin piles, negative skin friction, caissons and pile clusters. In this new and updated edition the author has incorporated new software calculation tools, current techniques for foundation design, liquefaction information, seismic studies, laboratory soil tests, geophysical techniques, new concepts for foundation design and Dam designs. All calculations have been updated to most current material characteristics available in the market. Practicing Geotechnical, Civil and Structural Engineers may find in this book an excellent companion to their day-to day work, benefiting from the clear and direct calculations, examples, and cases. Civil Engineering students may find particular interest in the concise theory presented in the beginning of each chapter.

This book describes the fundamentals and potential applications of friction stir superplasticity for unitized structures . Conventional superplastic forming of sheets is limited to the thickness of 3 mm because the fine grained starting material is produced by rolling. Friction stir superplasticity has grown rapidly in the last decade because of the effectiveness of microstructural refinement. The thickness of the material remains almost constant, and that allows for forming of thick sheets/plates, which was not possible before. The field has reached a point where designers have opportunities to expand the extent of unitized structures, which are structures in which the traditional primary part and any supporting structures are fabricated as a single unit. With advanced optimization and material considerations, this class of structures can be lighter weight and more efficient, making them less costly, as well as mechanically less complex, reducing areas of possible failure.
Discusses how friction stir processing allows selective microstructural refinement without thickness changeDemonstrates how higher thickness sheets and plates can be superplastically formedExamples are presented for aluminum, magnesium and titanium alloysCovers the production of low-cost unitized structures by selectively processing cast sheets/plates "

Encouraging creative uses of reinforced concrete, Principles of Reinforced Concrete Design draws a clear distinction between fundamentals and professional consensus. This text presents a mixture of fundamentals along with practical methods. It provides the fundamental concepts required for designing reinforced concrete (RC) structures, emphasizing principles based on mechanics, experience, and experimentation, while encouraging practitioners to consult their local building codes. The book presents design choices that fall in line with the boundaries defined by professional consensus (building codes), and provides reference material outlining the design criteria contained in building codes. It includes applications for both building and bridge structural design, and it is applicable worldwide, as it is not dependent upon any particular codes. Contains concise coverage that can be taught in one semester Underscores the fundamental principles of behavior Provides students with an understanding of the principles upon which codes are based Assists in navigating the labyrinth of ever-changing codes Fosters an inherent understanding of design The text also provides a brief history of reinforced concrete. While the initial attraction for using reinforced concrete in building construction has been attributed to its fire resistance, its increase in popularity was also due to the creativity of engineers who kept extending its limits of application. Along with height achievement, reinforced concrete gained momentum by providing convenience, plasticity, and low-cost economic appeal. Principles of Reinforced Concrete Design provides undergraduate students with the fundamentals of mechanics and direct observation, as well as the concepts required to design reinforced concrete (RC) structures, and applies to both building and bridge structural design.

"

The first of two books concentrating on the dynamics of slender bodies within or containing axial flow, "Fluid-Structure Interaction, Volume 1" covers the fundamentals and mechanisms giving rise to flow-induced vibration, with a particular focus on the challenges associated with pipes conveying fluid.

This volume has been thoroughly updated to reference the latest developments in the field, with a continued emphasis on the understanding of dynamical behaviour and analytical methods needed to provide long-term solutions and validate the latest computational methods and codes.

In this edition, Chapter 7 from Volume 2 has also been moved to Volume 1, meaning that Volume 1 now mainly treats the dynamics of systems subjected to internal flow, whereas in Volume 2 the axial flow is in most cases external to the flow or annular. "
Provides an in-depth review of an extensive range of fluid-structure interaction topics, with detailed real-world examples and thorough referencing throughout for additional detail. Organized by structure and problem type, allowing you to dip into the sections that are relevant to the particular problem you are facing, with numerous appendices containing the equations relevant to specific problems. Supports development of long-term solutions by focusing on the fundamentals and mechanisms needed to understand underlying causes and operating conditions under which apparent solutions might not prove effective.

A comprehensive overview of managing and assessing safety and functionality of ageing offshore structures and pipelines A significant proportion, estimated at over 50%, of the worldwide infrastructure of offshore structures and pipelines is in a life extension phase and is vulnerable to ageing processes. This book captures the central elements of the management of ageing offshore structures and pipelines in the life extension phase. The book gives an overview of: the relevant ageing processes and hazards; how ageing processes are managed through the life cycle, including an overview of structural integrity management; how an engineer should go about assessing a structure that is to be operated beyond its original design life, and how ageing can be mitigated for safe and effective continued operation. Key Features: Provides an understanding of ageing processes and how these can be mitigated. Applies engineering methods to ensure that existing structures can be operated longer rather than decommissioned unduly prematurely. Helps engineers performing these tasks in both evaluating the existing structures and maintaining ageing structures in a safe manner. The book gives an updated summary of current practice and research on the topic of the management of ageing structures and pipelines in the life extension phase but also meets the needs of structural engineering students and practicing offshore and structural engineers in oil & gas and engineering companies. In addition, it should be of value to regulators of the offshore industry.

Reliability-Based Design of Utility Pole Structures provides state-of-the-art technical information on the design of utility pole structures. Among other useful features, this manual demonstrates how poles differing in material can be designed to equivalent reliability levels, provides means for quantifying adjusting reliability, offers design incentives for more reliable poles, and facilitates innovation and introduction of new material. With its technically innovative subject matter and detailed design examples, this manual will benefit pole manufacturers as well as electrical, structural, and transmission and distribution engineers.

"Geomechanics II: Testing, Modeling, and Simulation" presents research gathered by investigators from Japan and the United States, covering various geomechanics issues such as experimentation, constitutive modeling, and numerical simulations. This proceedings contains 37 papers presented at the Second Japan-U.S. Workshop on Testing, Modeling, and Simulation in Geomechanics, held in Kyoto, Japan from September 8-10, 2005. It presents current relevant research activities on a variety of topics for the purpose of sharing knowledge to foster and build cooperative efforts between two countries.

Residential Building Loads: Review and Roadmap for Future Progress compiles existing and changing knowledge and identifies needs in regard to improving the accuracy and application of structural loads for the purpose of efficient residential building design. In recent years, the application of structural loads for residential building design has seen increased use. This committee report is intended to serve as both a technical resource and a roadmap for coordination of future research and implementation of efforts. As a technical resource, this report identifies and reviews existing knowledge on 14 topics related to design loads for residential building applications. As a roadmap, this document provides strategic recommendations to address technical and functional needs. The scope of the work focuses on issues and knowledge relevant to one- and two-family dwellings as well as manufactured housing. This committee report will be beneficial to structural engineers, contractors, researchers, and all others involved in residential building and design.

"Structural Timber Design to Eurocode 5" provides practising engineers and specialist contractors with comprehensive, detailed information and in-depth guidance on the design of timber structures based on the common rules and rules for buildings in Eurocode 5 - Part 1-1. It will also be of interest to undergraduate and postgraduate students of civil and structural engineering.

It provides a step-by-step approach to the design of all of the commonly used timber elements and connections using solid timber, glued laminated timber or wood based structural products, and incorporates the requirements of the UK National Annex. It covers: strength and stiffness properties of timber and its reconstituted and engineered productskey requirements of Eurocode 0, Eurocode 1 and Eurocode 5 - Part 1-1design of beams and columns of solid timber, glued laminated, composite and thin-webbed sectionslateral stability requirements of timber structuresdesign of mechanical connections subjected to lateral and/or axial forcesdesign of moment resisting rigid and semi-rigid connectionsracking design of multi-storey platform framed walls

Featuring numerous detailed worked examples, the second edition has been thoroughly updated and includes information on the consequences of amendments and revisions to EC5 published since the first edition, and the significant additional requirements of BSI non contradictory, complimentary information document (PD 6693-1-1) relating to EC5. The new edition also includes a new section on axial stress conditions in composite sections, covering combined axial and bending stress conditions and reference to the major revisions to the design procedure for glued laminated timber.

Geomechanics: Testing, Modeling, and Simulation gathers the most state-of-the-art geomechanics research conducted by investigators from the United States and Japan. This book contains papers presenting new data, methods, and facilities on a variety of topics in the areas of testing, modeling, and numerical simulations in geomechanics. A wide range of research is incorporated into the text, which is divided into eight sections: time effects; stress-strain behavior and cyclic loading residual strains; anisotropy and fabric bonding; shear banding and postpeak stress-strain behavior; liquefaction; effects of particle size, gradation, and particle breakage; new testing equipment and systems; and innovative computational methods. Included is an appendix of discussion notes, which were recorded upon the papers' presentation. Those with an interest in the current trends and research topics in geomechanics in the United States and Japan will find this book extremely beneficial.

Underground facilities, such as tunnels, sewer, water and gas networks form the backbone of the economic life of the modern city. In densely populated areas where the demands for transportation and services are rapidly increasing and the construction of new roads and railways are prohibited, the construction of a tunnel might be the only alternative. Brief and readable, this reference is based on a combined 75 years of field experience and places emphasis is on simple practical rules for designing and planning, underground infrastructures. The books begins with a clear and rigorous exposition of the classification of underground space, important considerations such as geological and engineering and underground planning. This is followed by self-contained chapters concerning applications for underground water storage, underground car parks, underground metros & road tunnels and underground storage of crude oil, lpg and natural gas. The book has 15 chapters covering various usage of underground space. There are about 135 figures and tables. The book contains about 20 case histories/examples.

One of the first book to address all of the major areas in which this technology is used, this book deals with major topics such as: hydroelectric projects with modern planning of complex underground structures; underground storages of food items, crude oil and explosives and highly cautious underground nuclear waste repositories. Rail and road tunnels and TBM are described briefly. Risk management in underground infrastructures is of vital importance. Civil Engineers, Mining Engineers, and Geotechnical Engineers will find this book a valuable guide to designing and planning underground infrastructures both in terms of its applications.

Risk management method for underground infrastructures

Vital tips for the underground storage of food, water, crude oil, natural gas and munitions

Provides design tips for Underground Parking Facilities

Instruction for the designing planning and construction for underground Metros and road tunnels

Planning and design of underground nuclear waste repositories

Clearly explains the benefits and drawbacks of underground facilities

Quick guide to the various modern mechanical underground parking options

Explanation of construction planning and Risk management

Places expert advice for planning and constructing projects at the finger tips"

Written by two experts across multiple disciplines, this is the perfect reference on structural dynamics for veteran engineers and introduction to the field for engineering students. Across many disciplines of engineering, dynamic problems of structures are a primary concern. Civil engineers, mechanical engineers, aircraft engineers, ocean engineers, and engineering students encounter these problems every day, and it is up to them systematically to grasp the basic concepts, calculation principles and calculation methods of structural dynamics. This book focuses on the basic theories and concepts, as well as the application and background of theories and concepts in engineering. Since the basic principles and methods of dynamics are applied to other various engineering fields, this book can also be used as a reference for practicing engineers in the field across many multiple disciplines and for undergraduate and graduate students in other majors as well. The main contents include basic theory of dynamics, establishment of equation of motion, single degree of freedom systems, multi-degree of freedom systems, distributed-parameter systems, stochastic structural vibrations, research projects of structural dynamics, and structural dynamics of marine pipeline and risers. Whether for the veteran engineer or student, this is a must-have for any scientific or engineering library. Useful for students and veteran engineers and scientists alike, this is the only book covering these important issues facing anyone working with coastal models and ocean, coastal, and civil engineering in this area.

Structural Health Monitoring (SHM) is the interdisciplinary engineering field devoted to the monitoring and assessment of structural health and integrity. SHM technology integrates non-destructive evaluation techniques using remote sensing and smart materials to create smart self-monitoring structures characterized by increased reliability and long life. Its applications are primarily systems with critical demands concerning performance where classical onsite assessment is both difficult and expensive. Advanced Structural Damage Detection: From Theory to Engineering Applications is written by academic experts in the field and provides students, engineers and other technical specialists with a comprehensive review of recent developments in various monitoring techniques and their applications to SHM. Contributing to an area which is the subject of intensive research and development, this book offers both theoretical principles and feasibility studies for a number of SHM techniques. Key features: * Takes a multidisciplinary approach and provides a comprehensive review of main SHM techniques * Presents real case studies and practical application of techniques for damage detection in different types of structures * Presents a number of new/novel data processing algorithms * Demonstrates real operating prototypes Advanced Structural Damage Detection: From Theory to Engineering Applications is a comprehensive reference for researchers and engineers and is a useful source of information for graduate students in mechanical and civil engineering

254 7. 2 AEROSPACE 261 7. 3 MARINE 265 7. 4 GROUND TRANSPORTATION 268 7. 5 CNIL 270 References 285 Index Preface Most structures consist of an assembly of a number of individual components that must be connected to form an integral load transmission path. These connections are often referred to as joints and can be achieved in a variety of forms, e. g. by bolting, riveting, or other forms of mechanical fastening, or by welding or brazing for connecting metallic elements, or by adhesive bonding. No matter what forms of connections are used in the structure, these joints are potentially the weakest points in the structure and the locations where a weight penalty may apply. Thus structural joints must be designed adequately to meet the specific design requirements. Adhesive bonding represents one of the most important enabling technologies for developing innovative design concepts and structural configurations as well as exploiting new materials. The evolution of adhesive bonding technology, and its current knowledge base, was made possibly by the explosive growth in the adhesive applications in a great variety of industries over the past few decades. While it is easy for everyone to identify examples of adhesive bonding in the world around us, analysis and design of structural bonded joints represent one of the most challenging jobs in structural design and manufacturing. Compared to other joining methods, particularly mechanical fastening, adhesive bonding can offer substantial performance and economic advantages.

This short book analyses the dynamic stability with respect to small perturbations, as well as the local damage of geometrically nonlinear elastic, spatially curved, open section beams with axial precompression. Transient waves, which are the surfaces of strong discontinuity and wherein the stress and strain fields experience discontinuities, are used as small perturbations; in so doing the discontinuities are considered to be of small magnitude. Such waves are initiated during low-velocity impacts upon thin-walled beams. The theory of discontinuities and the method of ray expansions which allow one to find the desired fields behind the fronts of the transient waves in terms of discontinuities in time-derivatives of the values to be found, are used as the methods of solution for short-time dynamic processes. The example of using the ray expansions for analyzing the impact response of spatially curved thin-walled beams of open profile is demonstrated by solving the problem about the normal impact of an elastic hemispherical-nosed rod upon an elastic arch representing itself a channel-beam curved along an arc of the circumference. The influence of the initial stresses on the dynamic fields has been investigated.

The current trend of building more streamlined structures has made stability analysis a subject of extreme importance. It is mostly a safety issue because Stability loss could result in an unimaginable catastrophe. Written by two authors with a combined 80 years of professional and academic experience, the objective of Stability of Structures: Principles and Applications is to provide engineers and architects with a firm grasp of the fundamentals and principles that are essential to performing effective stability analysts.

Concise and readable, this guide presents stability analysis within the context of elementary nonlinear flexural analysis, providing a strong foundation for incorporating theory into everyday practice. The first chapter introduces the buckling of columns. It begins with the linear elastic theory and proceeds to include the effects of large deformations and inelastic behavior. In Chapter 2 various approximate methods are illustrated along with the fundamentals of energy methods. The chapter concludes by introducing several special topics, some advanced, that are useful in understanding the physical resistance mechanisms and consistent and rigorous mathematical analysis. Chapters 3 and 4 cover buckling of beam-columns. Chapter 5 presents torsion in structures in some detail, which is one of the least well understood subjects in the entire spectrum of structural mechanics. Strictly speaking, torsion itself does not belong to a topic in structural stability, but needs to be covered to some extent for a better understanding of buckling accompanied with torsional behavior. Chapters 6 and 7 consider stability of framed structures in conjunction with torsional behavior of structures. Chapters 8 to 10 consider buckling of plate elements, cylindrical shells, and general shells. Although the book is primarily devoted to analysis, rudimentary design aspects are discussed.

The accompanying website will include additional formulas and problems based on the author s on software which is currently being used in corporations. The website will also include equations and examples based on there personal experiences. In addition, the website will include a solutions manual for those who wish to use the book as a text book for a two-semester course. Engineers, Architects, designers, and researcher will find this print/website combination a valuable guide both in terms of its applications of verification of design of structures.
Balanced presentation for both theory and practiceWell-blended contents covering elementary to advanced topicsDetailed presentation of the developmentComputer programs will be made available through the senior author's web page"

This book comprises most of the papers presented at the First US/Japan Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructure Systems, held in Honolulu, Hawaii, August 7-8, 2000, and several invited contributions, mostly from Europe. The 18 papers cover a wide range of studies on life-cycle cost analysis, design, maintenance and management of civil infrastructure systems. Contributions are from a range of internationally recognized researchers and practicing structural engineers from the United States, Japan, and Europe. Topics include: conceptual design of structural systems; time-variant reliability of structures; structural health monitoring and symptom-based reliability; monitoring and testing for fatigue prediction; lifetime reliability profiles for fatigue and corrosion; maintenance planning for road pavements and structures; maintenance planning of reinforced concrete decks; bridge management systems; optimized and conventional bridges; optimal planning of maintenance and inspection; life-cycle cost assessment for bridge maintenance; specifications to aid life-cycle cost analyses; maintenance cost of deteriorating civil infrastructures; probabilistic models of cost for management of existing structures; and user cost and its applications to bridge management systems. This book will be invaluable to all concerned with life-cycle costing of civil infrastructure systems.