Global Structural Analysis of Buildings is a practical reference on the design and assessment of building structures which will help the reader to check the safety and overall performance of buildings in minutes. It is an essential reference for the practising civil and structural engineer in engineering firms, consultancies and building research organisations.

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Introductory material.- Approximate methods for analyzing nonlinear structures.- Vibration isolation.- Designing nonlinear torsional vibration absorbers.- Vibrations of beams in the elasto-plastic and geometrically nonlinear regime.- Control and exploitation of nonlinearity in smart structures.

The articles in this volume give an overview and introduction to nonlinear phenomena in structural dynamics. Topics treated are approximate methods for analyzing nonlinear systems (where the level of nonlinearity is assumed to be relatively small), vibration isolation, the mitigation of undesirable torsional vibration in rotating systems utilizing specifically nonlinear features in the dynamics, the vibration of nonlinear structures in which the motion is sufficiently large amplitude and structural systems with control.

The contents of this volume result from a European project dealing with the "Reliability of Moment Resistant Connections of Steel Frames in Seismic Areas" (RECOS), developed between 1997 and 1999 within the INCO-Copernicus joint research projects of the 4th Framework Program. The 30 month project focused on five key areas: analysis and syntheses of research results, including code provisos, in relation with the evidence of the Northridge and Kobe earthquakes; identification and evaluation through experimental means of the structural performance of beam-to-column connections under cyclic loading; setting up of sophisticated models for interpreting the connection response; numerical study on the connection influence on the seismic response of steel buildings; assessment of new criteria for selecting the behaviour factor for different structural schemes and definition of the corresponding range of validity in relation of the connection typologies.

Designing for hazardous and abnormal loads has become an important requirement in the design process of most major buildings and civil engineering structures, ranging from tall buildings to bridges, power plants to harbour and coastal installations. This state-of-the-art volume was compiled by the Institution of Structural Engineers' informal study group Model Analysis as a Design Tool and City University's Structures Research Centre. It contains a series of papers on the design and analysis of structures through full scale and numerical modelling including the crucial areas of hazard identification and risk assessment of structures. This book will be essential reading for civil and structural engineers, designers and researchers.

eBook available with sample pages: 0203479025

This textbook is the student edition of the work on vibrations, dynamics and structural systems. There are exercises included at the end of each chapter.

This book aims to give the reader a short, tractable and as far as possible complete introduction to the young theory of hypoplasticity, which is a new approach to constitutive modelling of granular media in terms of rational continuum mechanics.

The second volume in a projected series on dynamic analysis and earthquake resistant design, this text includes topics such as: dynamic analysis of soil-structure interaction system, rupture of ground due to earthquake and its prediciton, basic method response calculations and nonlinear problems.

This is a review of developments in the behaviour and design of steel structures in seismic areas. The proceedings look at the analytical and experimental research on the seismic response of steel structures, and cover topics such as global behaviour and codification, design and application.

This volume presents the background to the recently developed European standard (CEN standard) on snow loads. Many of the papers on "structural engineering" describe results from a European snow project that was completed in 1999.

This work collates the topics discussed in the sixth International Conference on land and offshore piling. It covers topics such as: wave mechanics and its application to pile mechanics; driving equipment and developments; and pile integrity and low strain dynamic testing.

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.
When engineers deal with major projects, such as the Teton Dam or the Leaning Tower of Pisa, they need high-tech solutions. More often than not, however, they deal with the foundations for warehouses, schools, medium-rise buildings, and residential structures, projects that need low-tech solutions. Ninety percent of the time consulting engineers don't require mathematical treatment or computer analysis, they require experience.
Soil engineering problems cannot be resolved with textbook information alone. This book provides the practical meaning of the different aspects of soil mechanics, the use of unconfined compression test data, the meaning of consolidated tests, the practical value of lateral pressure, and more. In addition to the technical aspects of foundation investigation, in the real world the shadow of litigation looms over every consultant's head. The author covers legal issues in detail.
After several years in foundation investigation most consultants realize that soil engineering is a combination of art and science. Soil Engineering: Testing, Design and Remediation demystifies this connection and supplies real-world examples of practical applications. This hands-on, ready reference will be essential tool for any consultant working in the field.

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.

The techniques described for the analysis of standard structures form a basis for understanding the way composite structures work, and these techniques are applied to many non-standard forms of composite construction that are not, or rarely, covered in national standards. The book is an essential purchase for all undergraduate and postgraduate students of structural/civil engineering and architecture, as well as all practising structural and civil engineers.
Covers practical applications not covered in codes, such as service ducts, splitting, upgrading existing structures and non-standard forms of composite construction
Topics are embellished by working through numerous unique and carefully-chosen examples that form an integral part of the subject material
Not orientated to specific codes, so that principles can be applied to any national design standard

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.

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.

Hydropower can be a source of sustainable energy, provided environmental considerations are taken into account and economic aspects of hydropower design are appropriately addressed. Using concrete-lined pressure tunnels instead of steel pipes may be economically attractive but may also have limitations due to the low tensile strength of concrete. Cracking in concrete tunnel linings can lead to loss of energy production, extensive repairs, and even accidents. One of the techniques available to improve the bearing capacity of pressure tunnels is through prestressing the concrete lining by grouting the circumferential gap between the concrete lining and the rock mass at high pressure. A classical approach to determine the bearing capacity of such tunnels is based on the theory of elasticity, assuming impervious concrete. In this research, a new concept is introduced to assess the effect of seepage on the bearing capacity of pressure tunnels. Also, an innovative approach is proposed to explore the effects of the in-situ stress ratio on the lining performance. Distinction is made based on whether the rock mass behaves as an elasto-plastic isotropic, or elastic anisotropic material. Furthermore, a simplified method is introduced to quantify seepage associated with cracks around the tunnel, which is useful for assessing tunnel stability.

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.

Structural Modeling and Experimental Techniques:

o Concentrates on the modeling of the true inelastic behavior of structures
o Provides case histories detailing applications of the modeling techniques to real structures
o Discusses the historical background of model analysis and similitude principles governing the design, testing, and interpretation of models
o Evaluates the limitations and benefits of elastic models
o Analyzes materials for reinforced concrete masonry and steel models
o Assesses the critical nature of scale effects of model testing
o Describes selected laboratory techniques and loading methods
o Contains material on errors as well as the accuracy and reliability of physical modeling
o Examines dynamic similitude and modeling techniques for studying dynamic loading of structures
o Covers actual applications of structural modeling

This book serves students in model analysis and experimental methods, professionals manufacturing and testing structural models, as well as professionals testing large or full-scale structures - since the instrumentation techniques and overall approaches for testing large structures are very similar to those used in small-scale modeling work.

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.

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.
While these certainly represent the ultimate challenges in the structural aspects of buildings, challenges remain in the structural aspects of buildings at various height. This volume is a comprehensive treatment of the issues and the advanced techniques involved in building and bridge structures. Numerous illustrative examples of the techniques involved are included.

This text provides a practical design guide to the structural use of aluminium. It includes an outline on basic aluminium technology and the advantages of using aluminium in many structural applications. The book should be of interest to structural engineers in the construction and building industry, also in transport and the motor vehicle industry, offshore engineering, and specialist military engineering.

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.

Methods and practices for constructing sophisticated prestressed concrete structures.

Construction of Prestressed Concrete Structures, Second Edition, provides the engineer or construction contractor with a complete guide to the design and construction of modern, high-quality concrete structures. This highly practicable new edition of Ben C. Gerwick's classic guide is expanded and almost entirely rewritten to reflect the dramatic developments in materials and techniques that have occurred over the past two decades.

The first of the book's two sections deals with materials and techniques for prestressed concrete, including the latest recipes for high-strength and durable concrete mixes, new reinforcing materials and their placement patterns, modern prestressing systems, and special techniques such as lightweight concrete and composite construction. The second section covers application to buildings; bridges; pilings; and marine structures, including offshore platforms, floating structures, tanks, and containments. Special subjects such as cracking and corrosion, repair and strengthening of existing structures, and construction in remote areas are presented in the final chapters.

For engineers and construction contractors involved in any type of prestressed concrete construction, this book enables the effective implementation of advanced structural concepts and their economical and reliable translation into practice.

This reference book presents the theory and methodology to conduct a finite element assessment of concrete structures subjected to chemically induced volumetric expansion in general and alkali aggregate reaction in particular. It is limited to models developed by the author, and focuses on how to best address a simple question: if a structure suffers from AAR, how is its structural integrity jeopardized, and when would the reaction end. Subjects treated are: * Brief overview of AAR: nature of the chemical reactions, AAR in both dams and nuclear power plants, and how does it impact the mechanical properties of concrete. * Constitutive model for both the AAR expansion, and concrete nonlinearities (both smeared and discrete crack models). * Validation of the model along with a parametric study to assess what are the critical parameters in a study. * Selection of material properties for an AAR finite element simulation, followed by applications in dams and massive reinforced concrete structures. * Micro Model for improved understanding of the essence of the reaction, along with a newly proposed mathematical model for the kinetics of the reaction. * Review of relevant procedures to estimate the residual expansion of a structure suffering from AAR, along with a proposed approach to determine when the reaction will end. The book is extensively illustrated with numerous figures and provides guidance to engineers confronted with swelling in concrete infrastructures.

The field of structural analysis has experienced profound change in the past three decades. This book presents a rigorous, concise development of the concepts of modern matrix structural analysis with emphasis on techniques and methods which are the basis for the Finite Element Method. The material is presented in a traditional manner. Basic analytical tools set the groundwork for understanding more complex concepts. Meaningful examples which illustrate the underlying theories and procedures are provided throughout the text, presented in a step--by--step format to promote understanding.

Taken from the proceedings of the Fourth Symposium on Computer Methods in Structual Masonry, this text examines the rapid advances and innovations being made in the theoretical and applied aspects of structual masonry. Focusing on the intergration of computer modelling with experimental methods, assessment techniques, restoration and retro-fitting procedures this is a thorough examination of the subject by international experts.

First published in 1968, Jacob Feld's Construction Failure has long been considered the classic text on the subject. Retaining all of the key components of Feld's comprehensive exploration of the root causes of failure, this Second Edition addresses a multitude of important industry developments to bring this landmark work up to date for a new generation of engineers, architects, and students.

In addition to detailed coverage of current design tools, techniques, materials, and construction methods, Construction Failure, Second Edition features an entire chapter on the burgeoning area of construction litigation, including a thorough examination of alternative dispute resolution techniques. Like the original, this edition discusses technical and procedural failures of many different types of structures, but is now supplemented with new case studies to illustrate the dynamics of failure in action today.

Jacob Feld knew thirty years ago that in order to learn from our mistakes, we must first acknowledge and understand them. With this revised volume, Kenneth Carper has ensured that Feld's now-posthumous message will continue to be heard for years to come.

Jacob Feld's comprehensive work on failure analysis has now been skillfully amended to address current design and construction tools, materials, and practices. Building on the first edition's peerless examination of the causes and lessons of failure, Construction Failure, Second Edition provides you with expanded coverage of:

• Technical, procedural, structural, and nonstructural failures
• Natural hazards, earthworks, soil and foundation problems, and more
• Reinforced, precast and prestressed concrete, steel, timber, masonry, and other materials
• Responsibility and litigation concerns, dispute avoidance, and alternative dispute resolution techniques
• Construction safety issues
• Many different types of structures, including dams and bridges

Construction Failure has as much to teach us today as it did thirty years ago. This revised volume is an essential resource for design engineers, architects, construction managers, lawyers, and students in all of these fields.