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.

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.

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 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.

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.

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.

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.

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.

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.

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.

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.
The book follows that modern trend in research and industry striving to incorporate intelligence into engineered products through microprocessors that are becoming smaller, faster, and cheaper at astounding rates. Not using them in engineered products may become an enormous liability.
Resulting from the advances in materials technology on sensors and actuator technologies as well as the availability of very powerful and reliable microprocessors, there is an ever-increasing interest in actively controlling the behavior of engineering systems. Engineers and engineering scientists must revive and broaden their activities to maximize applications for predicting and controlling the behavior of deformable bodies.
Topics include:
An introduction to adaptive structures
Incremental excitation-response relations in static and dynamic cases
Active control of response in static case
Statically determinate adaptive structures
Statically indeterminate adaptive structures
Active vibration control for autonomous and non-autonomous cases
Active control against wind
Active control against seismic loads
Distributed parameter adaptive structures
The technology of adaptive structures has created an environment where the analysis, not the computation, of structural response - due to actuator-inserted deformations - has become important. Problems related to the placement, the operation in real time, and the energy consumption of the actuators require the review and broadening of the theories long dormant due to the emphasis placed in the numerical simulations of structural behavior by the displacement finite element method.
This book furnishes the basic theory needed by modern engineers in the design and control of discrete parameter adaptive structures .

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.

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.

Written by experts who are arguably the world's leading authorities in the field, The Finite Strip Method covers both the classical strip and the newly developed spline strip and computed shape function strip. Applications in structural engineering, with particular focus on practical structures such as slab-beam bridges, box girder bridges, and tall buildings are discussed extensively. Applications in geotechnology are also covered, as are recently formulated applications in nonlinear analysis.

The Finite Strip Method is a unique book, supplying much-needed information by well-known and highly regarded authors.

This volume focuses on the engineering geological and environmental problems of major engineering works, rock and soil properties, and protection of the geoenvironment and reduction of geohazards, reflecting the major achievements and advancement of engineering geological science and technology.

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 Structural Defects Reference Manual for Low-Rise Buildings has been written to assist professionals and students involved in building construction to identify causes of structural failure. Each chapter carefully addresses design, materials and workmanship factors which contribute to structural defects. The main structural elements - roofs, walls, floors and foundations - are all covered and illustrated by case studies. The book also contains relevant data and guidance to show how all the different building elements should be designed and constructed.

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.

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.

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.

Eurocode 2 is the key document for future structural design in concrete throughout Europe. To use the code effectively, structural engineers need a range of aids in the form of flow charts, design charts and simplified procedures. This book provides all these. This book should be of interest to structural engineers throughout Europe, working for consulting engineering firms, contractors, local and government authorities, researchers and teachers of concrete structures civil engineering and concrete structures.

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.

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.

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.
This book provides a practical guide for the designer demonstrating how to use the strip method in a wide range of design situations specific to a slab type. The method is illustrated throughout with numerical examples and the analysis is rationalised with approximations and formulas for the calculation of design moments.