This book is written by subject experts based on the recent research results in steel plate shear walls considering the gravity load effect. It establishes a vertical stress distribution of the walls under compression and in-plane bending load and an inclination angle of the tensile field strip. The stress throughout the inclined tensile strip, as we consider the effect of the vertical stress distribution, is determined using the von Mises yield criterion. The shear strength is calculated by integrating the shear stress along the width. The proposed theoretical model is verified by tests and numerical simulations. Researchers, scientists and engineers in the field of structural engineering can benefit from the book. As such, this book provides valuable knowledge, useful methods, and practical algorithms that can be considered in practical design of building structures adopting a steel shear wall system.

Expounds the basics of the USSR-originating advanced method for construction of tunnels for various purposes with in-situ pressure moulded linings. Includes practical tunnelling experience, theoretical basis & methods of analysis of such linings, specific requirements of concrete, operational procedure, equipment systems, as well as designs satisfying these requirements and evaluation of the method in technical and economical aspects. The English edition includes an updated state-of-the-art review.

The proceedings of the 2nd International Scale Effects in Rock Masses, held in Lisbon, June 25, 1993. The text includes coverage of scale effects in the determination of the deformability and strength of rock masses and scale effects in the determination of internal rock masses.

Structural concrete, although durable, often needs repairing. Impact, abrasion, overloading, fire and aggressive environments all cause damage, and cracks appear, due to errors in design or specification and faulty construction. This text enables the engineer to diagnose the cause of a fault, choose the appropriate remedial technique and ensure that the repair work is completed satisfactorily. It will be of value to all those who need to commission, supervise or carry out repairs to concrete structures.

This monograph provides the practising engineer with a concise overview of the methods of water diversion and exclusion or removal of sediment from the diverted water. The emphasis is on flow features and the associated conveyance of sediments.

Important developments in the progress of the theory of rock mechanics during recent years are based on fractals and damage mechanics. The concept of fractals has proved to be a useful way of describing the statistics of naturally occurring geometrics. Natural objects, from mountains and coastlines to clouds and forests, are found to have boundaries best described as fractals. Fluid flow through jointed rock masses and clusterings of earthquakes are found to follow fractal patterns in time and space. Fracturing in rocks at all scales, from the microscale (microcracks) to the continental scale (megafaults), can lead to fractal structures. The process of diagenesis and pore geometry of sedimentary rock can be quantitatively described by fractals, etc. The book is mainly concerned with these developments, as related to fractal descriptions of fragmentations, damage and fracture of rocks, rock burst, joint roughness, rock porosity and permeability, rock grain growth, rock and soil particles, shear slips, fluid flow through jointed rocks, faults, earthquake clustering, and so on. The prime concerns of the book are to give a simple account of the basic concepts, methods of fractal geometry, and their applications to rock mechanics, geology, and seismology, and also to discuss damage mechanics of rocks and its application to mining engineering. The book can be used as a textbook for graduate students, by university teachers to prepare courses and seminars, and by active scientists who want to become familiar with a fascinating new field.

HAPM Component Life Manual has broken new ground, it is the first document to provide extensive life-span assessments (suitable for insurance purposes) for a wide range of building components which are classified within the concept of quality specifications. A further benefit is that it does not seek to be prescriptive. It indicative 'benchmarks' against which new or differing specifications can be assessed, in that sense it is both robust and flexible.

The concept of the manual is simple yet profound. Seven component groups contain a range of component types and sub-types each of which has been given a life class designation. The life classes embrace good practice, a normal amount of maintenance and typical exposure conditions. If a new component does not match an existing HAPM class, then a new 'benchmark' can be defined and a life assigned.

High performance concrete (HPC) is of great topical interest to the construction industry worldwide, with applications in high-rise, offshore, nuclear and bridge structures, and in precast concrete. Among the benefits of HPC are improved workability and strength, leading to faster and more economical construction; more durable concrete, especially important for bridges, offshore and nuclear structures, and highways; and improved structural characteristics, which allow more economical and efficient structural designs. The French national project, "New Developments for Concrete", is providing important insights into the materials characteristics of high performance concrete, and also of the structural behaviour of a number of major buildings and bridge structures. This book contains a series of 35 selected reviews and reports on HPC by the leading materials scientists and engineers contributing to the French programme. Previously, they have only been available to delegates at seminars and meetings in France but the most valuable have been edited and translated into English in order to make the results of the programme widely available.

New developments in the response spectrum method have led to calculations in seismic stresses that are more accurate, and usually lower, than those obtained by conventional methods. This new textbook examines the wealth of information on the response spectrum method generated by the latest research and presents the background theory in simplified form.
Applications of these methods is essential in the seismic design of critical structures, such as nuclear power plants and petroleum facilities. In new construction, the reduced seismic stresses will result in efficient and economic design. For facilities already built, these more accurate methods can be used where the facility is being reassessed for higher loads and in the calculation of margins.
Written by an acknowledged expert in this and related fields, this volume is ideal as a graduate text for courses in structural and earthquake engineering. It is also an excellent reference for civil, structural, mechanical, and earthquake engineers.

Provides therapists with an understanding of the principles, applications and implications of paradoxical therapy, the rationale for the use of paradox in family therapy and the therapist's role in paradoxical interventions.

The assessment of structural integrity is a vitally important consideration in many fields of engineering, which has an influence on the full range of professional activities from conception, design and analysis, through operation to residual life evaluation and possible life extension. In devising satisfactory procedures for this purpose there is a clear need for interaction and information exchange across this broad spectrum of activities. This conference provided the forum for this exchange of expertise and knowledge among engineers from diverse professional backgrounds and disciplines. The conference was run under the auspices of the Engineering Integrity Society and the Dynamic Testing Agency and was co-sponsored by the British Society for Strain Measurement, the Department of Trade and Industry, the Institution of Mechanical Engineers, the Joint British Committee for Stress Analysis and the National Agency for Finite Element Methods and Standards. The papers presented are relevant to practitioners in power generation, aerospace, transport, offshore, process and construction engineering.

The proceedings of this conference contain keynote addresses on recent developments in geotechnical reliability and limit state design in geotechnics. It also contains invited lectures on such topics as modelling of soil variability, simulation of random fields and probability of rock joints.

Contents: Keynote addresses on recent development on geotechnical reliability and limit state design in geotechnics, and invited lectures on modelling of soil variability, simulation of random field, probabilistic of rock joints, and probabilistic design of foundations and slopes. Other papers on analytical techniques in geotechnical reliability, modelling of soil properties, and probabilistic analysis of slopes, embankments and foundations.

The papers and discussions deal with various types of shear walls, nuclear containment structures, high rise buildings, box bridges, l-girders, columns and shells. They represent early 1990s knowledge of concrete shear in earthquake.

Treating anchorages as a direct application of the laws of statics and the theories governing the transfer of load, this book focuses on designs that are safe and reasonably priced. It is divided into two parts. Following a general introduction in the first chapter, Part One goes on to explore anchor systems, components, installation and construction details. Presents special anchor systems such as extractable, compression-type, multibell, and regroutable anchors. Analyzes the transfer of load and its relation to failure modes and anchor load capacity; deals with design considerations; covers mechanisms and types of corrosion; and details anchor stressing, testing programs, and evaluation standards. Part Two considers uses and applications and design aspects of anchored structures; presents design examples of practical value and reasonable simplicity; and incorporates examples and case histories.

New materials and methods within the construction industry offer substantial advantages in terms of cost, durability, ease of design, and ease of fabrication. This new book looks at the multitude of uses of polymer composites in construction and discusses fabrication methods, suitability of materials, design methods, construction methods, performance and practical applications.

An increasing number of buildings require informed decisions to be made about their continued safety and serviceability. Although social and economic issues are often all-important influences, the technical factors nevertheless need to be addressed objectively, efficiently and reliably. The aim of this book is to bring together those techniques which can be used effectively to monitor building structures. Emphasis is given to reliability, practicality, cost-effectiveness and the use of relevant examples. Written primarily for practising engineers responsible for the assessment of safety and serviceability, and for the client specifying a brief for an assessment or evaluating a report, this book should also serve as a source of reference for those in research involving monitoring, and as an aid to the student requiring a better understanding of the full-scale performance of building structures.

The editors invited engineers, who are engaged in not only advanced level geotechnical analyses but also in consulting practice, to write various chapters of this text. These chapters show that a blend of engineering judgement and advanced principles of engineering mechanics may be used to resolve many complex geotechnical engineering problems. It is hoped that these may inspire the geotechnical engineering practice to make more extensive use of them in future. The complex geometrical configurations as well as enormously difficult materials which exhibit strongly path dependent mechanical behaviour have required the development of the advanced computer-based geotechnical analyses presented in this book. A non-linear transient finite element formulation is developed for the complex interaction between fluid and solid skeleton for both static and dynamic loading. Construction methods (for example: compaction, excavation, retaining walls or pile driving) which influence the mechanical behaviour of geotechnical structures are described with modifications to the finite element formulation. The use of the finite layer approach is rehearsed for situations where soil properties do not vary

With current moves towards international harmonization, there is a need for rationalization and standardization of test procedures and interpretation of test results in many fields. Testing of metals for use in structures, particularly steel and aluminium, is a subject where information on these aspects is generally lacking. In response to this, RILEM (The International Union of Testing and Research Laboratories for Materials and Structures) organized an international workshop to identify "need in testing metals". Invited experts from Europe, Japan and the USA have contributed papers not only on experimental procedures for testing metallic materials, joints and structural components, but also on analytical models for interpreting their behaviour and for use in calculations. The papers brought together in this book provide reviews of the current situation and signposts for future research and development needs. In response to the recommendations of the workshop, RILEM is setting up new international committees and initiatives on the behaviour of joints, high cycle fatigue, non-destructive testing, structural imperfections, composite and thin-walled structures. This book should be va

The science of the study of containers of various materials has, in the majority of cases, a uniformity of shape, of function and of loading. The grouping of the papers in this publication lift the barriers and give the state of the art for each sector. More than 50 articles are grouped by theme.

This volume consists of papers presented at the International Conference on Earthquake, Blast and Impact held at the University of Manchester Institute of Science and Technology, UK, 18-20 September 1991, organised by the Society for Earthquake and Civil Engineering Dynamics (SECED) and supported by the Institution of Civil Engineers, the Institution of Mechanical Engineers and the Institution of Structural Engineers.

This text describes the underlying behaviour of steel and concrete bridge decks. It shows how complex structures can be analyzed with physical reasoning and relatively simple computer models, and without complicated mathematics. In recent years the computer methods of grillage and space frame have become very popular and accessible as microcomputers and software have developed rapidly. In this second edition, the intrinsic safety of these methods when used in a systematic manner is explained. New chapters have been included on the analysis of distortion of box girder bridges, on the stiffnesses of supports and foundations, and on integral bridges. The chapter on beam decks and frames now includes demonstrations of the influence of foundation stiffnesses on the frame behaviour of a portal bridge and an arching structure. Coverage of beam-and-slab bridges has been enlarged to explain "torsionless design" which simplifies the design of some bridges. New examples illustrate the grillage analysis of a composite bridge using AASHTO type prestressed concrete girders, and of a composite steel deck. Additional comparisons between grillage and finite strip analyses of cellular structures are

The 1990s will be a challenging decade for the surveying profession. Increased competition from new sources, a wide range of technological changes, new developments in the market place present a challenge to the profession. In order to meet these challenges, surveyors must keep up to date with the state of the art. By presenting a broad view of both good practice and research at the forefront of construction investment, procurement and performance, this book addresses recent techniques and technology which enable property to be valued and managed and buildings to be built as effectively and efficiently as possible. With over 25 contributions from both the academic world and from professional practices, it presents insights from people throughout the profession in the key areas of valuation, finance and risk; information technology management and the valuation; and technology.

Concrete is one of the principal construction materials used world-wide. Although developments in materials and performance have widened the scope for the use of concrete, they have also affected its properties, particularly in the long term. From this it becomes clear that quality control, which is of vital importance for the building industry in general, needs special attention in its application to concrete structures. The importance of establishing comprehensive quality assurance systems both nationally and internationally is becoming increasingly recognized. Such systems need to take account of the contractual relationships in the industry in order to function effectively. International harmonization of standards and regulations is also putting greater emphasis on such systems. This book forms the proceedings of the Second International Symposium on Quality Control of Concrete Structures which was held in Ghent, Belgium, in June 1991. The volume brings together new information on technical developments, research and practical experience on the following topics: quality management, early age properties of concrete, durability, quality assessment, statistical approaches.

Proceedings of the International Conference on Steel and Aluminium Strucutres, ICSAS 91, Singapore 22-24 May 1991. The complete proceedings are available in three volumes: steel structures, aluminium structures and composite steel structures. The conference was organised by the Department of Civil Engineering, National University of Singapore sequel to the one held in Cardiff, UK in July 1987. It was co-sponsored by the International Association for Bridge and Structural Engineering, the Institution of Civil Engineers, the Institution of Engineers, Singapore, the Institution of Structural Engineers, the Steel Construction Institute, UK, the Singapore Structural Steel Society and the University of Wales College of Cardiff. The conference provided a forum to discuss recent advances and trends in the analysis, design and construction of all types of metal structures. This volume contains 18 of the papers presented at the conference. Invited Lectures on the state-of-the-art surveys have been provided by well-known experts in their respective fields. The coverage is extensive and topics include Bridges, Building Floor Systems, Concrete Filled Hollow Sections, Aluminium-concrete Systems, Composite Members to Earthquake Loading, etc.

Fly ash is an important industrial by-product, with more 170 million tonnes produced annually throughout the world. It is the fine particulate material which is collected from the stack gases of power stations burning pulverized coal and it is being increasingly used as a partial replacement for cement in concrete and other cement-based onstruction materials. Substantial research and development programmes in many parts of the world are being undertaken to investigate the properties and performance of fly ash in concrete, to ensure satisfactory, economic utilization. This book s a report on the subject, complied under the auspices of RILEM, the International Union of Testing and Research Laboratories for Materials and Structures. In the first chapter, the characterization and properties of fly ash in relation to the coal and burning conditions in the power station are described. The behaviour of fresh mortar and concrete is covered next. A major part of the book deals with hardened mortar and concrete, and covers hydration, strength, deformations, frost resistance, chemical resistance and carbonation, with special attention given to the deformation behaviour of fly ash concretes. T