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Books > Professional & Technical > Civil engineering, surveying & building > Structural engineering
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 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.
Vibroflotation is a method of ground improvement up to depths of 40 metres. It has been successfully used since 1936 but the major problem with this method is that in spite of the fact that it performs well, nobody can explain how it works. The techniques for checking the quality of the compaction during vibration are unreliable, making the method as a whole unquantifiable and unmeasurable. This title explores the problems surrounding the method, looking at deep compaction, plastodynamics and the Riemann problem amongst other issues, showing the reader what information from the movement of the vibration can be used as an additional quality control and to assess effectiveness.
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.
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.
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 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.
The problems and procedures facing the practising geotechnical engineer are becoming increasingly complex, relying heavily on numerical models and analysis by specialized software packages. This book provides in-depth coverage of a wide range of geotechnical subjects normally found only in more specialized literature. Using clear illustrations and numerous worked examples, the book explains core, yet highly complex topics such as critical state modelling, centrifuge modelling, pressuremeter testing and finite element modelling. Aimed at the geotechnical student and practising engineer, it should enable the reader to make informed judgements about appropriate analytical parameters and allow for greater understanding of results and their implications.
In the last few decades, a considerable amount of experimental and analytical research in the seismic behaviour of masonry walls and buildings has been carried out. The investigations resulted in the development of methods for seismic resistance analysis and design, as well as new seismic resistance technologies and construction systems. After many centuries of traditional use and decades of allowable stresses verification, clear concepts for limit state verification of the seismic resistance of masonry buildings have recently been introduced in the seismic codes. Although this book is not a review of the state-of-the-art earthquake-resistant design of masonry structures, an attempt has been made to balance the discussion on recent code requirements, state-of-the-art methods of earthquake-resistant design and the author's research work in order to make the book useful for a broader application in the design practice. An attempt has also been made to present, in a condensed but easy to understand way, all the information needed for earthquake-resistant design of masonry buildings constructed in traditional masonry construction systems. The basic concepts of limit state verification are presented and equations for seismic resistance verification of masonry walls of all types of masonry construction, unreinforced, confined, and reinforced, as well as masonry in filled reinforced concrete frames, are explained. A method for seismic resistance verification, compatible with recent code requirements, is also discussed. In all cases, experimental results are used to explain the proposed methods and equations. An important part of this book discusses the problems of seismic repair, retrofitand rehabilitation of existing masonry buildings, including historical houses in urban nuclei. Methods of strengthening the masonry walls as well as improving the structural integrity of existing buildings are described in detail. Wherever possible, experimental evidence regarding the effectiveness of the proposed strengthening methods is given.
This publication elucidates the various problems associated with attaining stability, and provides the results for practical use by the design engineer. By presenting a simple and visual description of the physical phenomena, the authors show how to determine the critical loads of various structures, such as frames, arches, building structures, trusses and sandwiches. Special emphasis is given to the post-critical behaviour - essential for assessing the safety of structures - and furthermore to the summation theories that make the solution of complicated stability problems relatively simple. It is a guide for structural design engineers and researchers who need a good understanding of buckling phenomena. It should also be a useful text for undergraduate and MSc students on structural stability courses.
Structural Modeling and Experimental Techniques presents a current treatment of structural modeling for applications in design, research, education, and product development. Providing numerous case studies throughout, the book emphasizes modeling the behavior of reinforced and prestressed concrete and masonry structures.
Many high-rise buildings have been constructed in recent decades,
particularly in Western Pacific Rim countries. Some examples of
these include the Grand Gateway at Xi Hui and the Tomorrow Square,
both in Shanghai, the Xiamen Post and Telecommunication Building in
China, the Petronas (twin) Towers in Malaysia and the Shanghai
World Financial Center. The last three are well over 1,000 feet in
height, with the Petronas Towers measuring 1,483 feet tall and the
Shanghai World Financial Center standing at 1,509 feet tall.
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.
This textbook compiles reports written by about 35 internationally recognized authorities, and covers a range of interests for geotechnical engineers. Topics include: fundamentals for mechanics of granular materials; continuum theory of granular materials; and discrete element approaches.
Linear mathematical assumptions for procedures in other branches of engineering have little relevance for geoengineering, which must accommodate non-linear behaviors. Contributors to eight papers apply the breakthrough numerical modeling Distinct Element Method (Cundall, late 1960s).
The text broadly covers recent developments in ground control techniques, and their at operating mines, worldwide. Specific topics include: design and analysis of support and re-inforcement in metalliferous mines, mesh, shotcrete and membrane support systems, and strata control in coal mines.
The 98 papers from the December 1999 symposium report on new
technologies and monitoring approaches in field geotechnical
instrument measurements, and case studies on geotechnical projects.
Lay Analysis: Life Inside the Controversy chronicles the history of nonmedical analysis in absorbing detail. It begins with the events of 1910 in Europe and America that initiated their divergent attitudes and policies regarding lay analysis, proceeds to the unfolding struggles over this issue on both sides of the Atlantic, and reviews the halting efforts of the APsaA, beginning in the 1950s, to reassess its opposition to lay analysis and make some provision for the training of nonmedical practitioners. Wallerstein's illuminating treatment of the response of American nonphysician therapists to the APsaA's policy - the manner in which they managed to obtain clinical psychoanalytic training despite the APsaA's prohibition - forms a fascinating story within his grand narrative. The book culminates in a comprehensive review of the lawsuit of
March 1985 in which four clinical psychologists, representing a
stated class of several thousand colleagues and fully supported by
the American Psychological Association, brought suit against the
APsaA and IPA, hoping in this way to force a change in the APsaA's
policies regarding the training of lay practitioners. Wallerstein,
drawing on the voluminous documentation to which he had full access
- memoranda, correspondence, depositions, legal briefs, and phone
conversations - reviews the three-and-a-half-year history of the
lawsuit. He concludes his narrative with a measured and thoughtful
assessment of the impact of the settlement on psychoanalysis today:
the changes it has brought about within organized psychoanalysis
and the meaning of those changes for psychoanalysis as a
discipline.
Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art contains the contributions presented at the World Tunnel Congress 2019 (Naples, Italy, 3-9 May 2019). The use of underground space is continuing to grow, due to global urbanization, public demand for efficient transportation, and energy saving, production and distribution. The growing need for space at ground level, along with its continuous value increase and the challenges of energy saving and achieving sustainable development objectives, demand greater and better use of the underground space to ensure that it supports sustainable, resilient and more liveable cities. This vision was the source of inspiration for the design of the logos of both the International (ITA) and Italian (SIG) Tunnelling Association. By placing key infrastructures underground - the black circle in the logos - it will be possible to preserve and enhance the quality of the space at ground level - the green line. In order to consider and value underground space usage together with human and social needs, engineers, architects, and artists will have to learn to collaborate and develop an interdisciplinary design approach that addresses functionality, safety, aesthetics and quality of life, and adaptability to future and varied functions. The 700 contributions cover a wide range of topics, from more traditional subjects connected to technical challenges of design and construction of underground works, with emphasis on innovation in tunneling engineering, to less conventional and archetypically Italian themes such as archaeology, architecture, and art. The book has the following main themes: Archaeology, Architecture and Art in underground construction; Environment sustainability in underground construction; Geological and geotechnical knowledge and requirements for project implementation; Ground improvement in underground constructions; Innovation in underground engineering, materials and equipment; Long and deep tunnels; Public communication and awareness; Risk management, contracts and financial aspects; Safety in underground construction; Strategic use of underground space for resilient cities; Urban tunnels. Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art is a valuable reference text for tunneling specialists, owners, engineers, architects and others involved in underground planning, design and building around the world, and for academics who are interested in underground constructions and geotechnics.
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.
"The author, George A. Martin, knows his subject, not only fence
building but the farm and its requirements. He knows the stock: the
unconfinable pig, the dexterous cow. He knows his materials,
especially wood. I count twenty-one species of tree in the text,
each especially suited for a particular application. He knows the
value of work well done, done to last, and he aims to give value
himself, in authorship as in the building of simple necessary
structures."
The proceedings represent a valuable reference on geotechnical problems peculiar to Africa and for engineering solutions to local problems. Topics covered are: Foundation engineering and lateral support; Methods of design and analysis; Monitoring, laboratory and field testing; Municipal, industrial and mining waste and environmental geotechnics; Soil improvement; Transportation geotechnics; Case studies. The proceedings are also an invaluable source of data on the properties of African soils, the properties of residual and tropical soils, as well as climate related problems.
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.
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. |
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