Journal of Wind Engineering & Industrial Aerodynamics
Author: International Association for Wind Engineering | Size: ~19 MB | Format:PDF | Publisher: ELSEVIER | Year: May 2011 | pages: 511-670 | ISBN: 0167-6105
The objective of the journal is to provide a means for the publication and interchange of information, on an international basis, on all those aspects of wind engineering that are included in the activities of the International Association for Wind Engineering. These are: social and economic impact of wind effects; wind characteristics and structure, local wind environments, wind loads and structural response, diffusion, pollutant dispersion and matter transport, wind effects on building heat loss and ventilation, wind effects on transport systems, wind power generation, and codification of wind effects.
Papers on these subjects describing full-scale measurements, wind-tunnel simulation studies, computational or theoretical methods are published, as well as papers dealing with the development of techniques and apparatus for wind engineering experiments.
Volume 99, Issue 5, Pages 511-670 (May 2011)
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Proceedings of the 28th IMAC, A Conference on Structural Dynamics, 2010
1.About this book
This the fifth volume of five from the 28th IMAC on Structural Dynamics and Renewable Energy, 2010, brings together 19 chapters on the Dynamics of Bridges. It presents early findings from experimental as well as computational investigations on the Dynamics of Bridges, including studies on Modeling Environmental Effects on the Dynamic Characteristics of the Tamar Suspension, Structural Health Monitoring of Bridges, Structural Assessment of Damaged Bridges Using Ambient Vibration Testing, and Development of a Tamar Bridge Finite Element Model.
2.Authors & Editors
Dr. Tom Proulx is the Executive Director of the Society for Experimental Mechanics, Inc.
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Author: James Sutherland, Dawn Humm, Mike Chrimes, J. Sutherland, D. Humm | Size: 185 MB | Format:PDF | Publisher: Thomas Telford Ltd | Year: 2001 | pages: 384 | ISBN: 9780727728753
Product Description
In the last 100 years concrete has had a greater impact on our surroundings and indirectly on our way of life than any other material. This historical overview of the structural use of concrete will provide a valuable source of information for those dealing with this legacy. Britain has a vast number of concrete structures of varying ages. While these often need to be appraised, repaired or altered, the opacity of concrete as a material presents unique problems with the assessment of the existing structure. It may be difficult to determine whether the concrete in question is mass concrete, reinforced or prestressed or perhaps not structural at all, but only masking a steel frame. As the best starting point for appraisal is some knowledge of what is likely to be found at different dates and with different types of structure, this book will provide vital information for engineers who find themselves facing these challenges. Historic concrete deals predominantly with concrete in Britain, but makes reference to discoveries and works in other countries where these have influenced practice in Britain. It examines the history of reinforced and prestressed concrete and also includes chapters covering military applications of concrete and its use in tunnels, roads and pavements, water-retaining structures and dams. With an extensive list of references as well as an appendix with proprietary reinforcement systems, this book will be useful for all structural engineers and will also interest architects, surveyors, historians of construction and general readers.
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Earthquake Geotechnical Engineering, Volume 3 By Pedro S. Sêco e Pinto
Author: Pedro S. Sêco e Pinto | Size: 67 MB MB | Format:PDF | Publisher: Tay.lor & Fran.cis | Year: 1999 | pages: 352 | ISBN: 9058091198
Provides a forum to discuss research, conception, design, construction techniques, quality control, monitoring and operation applied to the many engineering works connected with earthquake geotechnical engineering.
Following topics are covered: Dynamic characterization of soils; Strong motions and site amplification; Soil-structure interaction and retaining structures ; Underground and buried structures; Liquefaction; Slopes and embankments; Codes, standards and safety evaluation; Recent earthquakes; Keynote lactures, theme lectures and discussion sessions. The proceedings are of extreme interest for consultants, researchers, practitioners, professors and students with different professional practices and backgrounds, but having in common the same interest in earthquake geotechnics, and reflect the present state-of-the-practice of earthquake geotechnical engineering.
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Bridge Aeroelasticity: Sensitivity Analysis and Optimum Design
Author: J.A. Jurado, S. Hernandez, F. Nieto, A. Mosquera | Size: 34.5 MB | Format:PDF | Publisher: WIT press | Year: 2011 | pages: 368 | ISBN: 978-1-84564-334-8
This book is dedicated to the study of an aeroelastic phenomenon of cable-supported long-span bridges known as flutter, and proposes very innovative design methodologies, such as sensitivity analysis and optimization techniques, already utilized successfully in automobile and aerospace industries.
The topic of long-span suspension and cable-stayed bridges is currently of great importance. These types of bridge pose great technical difficulties due to their slenderness and often great dimension. Therefore, these bridges tend to have problems caused by natural forces such as wind loads, some of which we have witnessed in our history, and we are currently seeing a very high incidence of bridge construction to overcome geographical obstacles such as bays, straits, or great estuaries. Therefore, it seems very appropriate to write a book showing the current capability of analysis and design, when up until now, the information could only be found partially in technical articles.
This book will be useful for bridge design engineers as well as researchers working in the field. This book only requires previous knowledge of structural finite element models and dynamics, and it is advisable to have some previous knowledge in bridge engineering. Nevertheless, this book is very self-contained in such a way that all the information necessary to understand the theoretical developments is presented without the need of additional bibliography.
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This European Standard specifies requirements, test methods and compliance criteria for cement bound granular mixtures used for construction and maintenance of bases and sub-bases of roads, airfields and other trafficked areas.
This European Standard specifies the characteristics of cement bound granular mixtures (CBGM) by reference to the properties of their constituents, the mixture and the properties of specimens of the mixed materials.
NOTE In addition to conforming to the requirements of this European Standard cement bound granular mixture may have other requirements, not included in this European Standard, which may be required by national regulation. The additional requirements may include any requirements selected from the following:
-frost damage resistance;
-compacity (as defined in EN 14227-2);
-workability period (measured in conformity with prEN 13286-45);
-immediate bearing index (measured in conformity with prEN 13286-47);
-such other requirements as are referred to within this European Standard, as being the subject of national regulations.
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This European Standard specifies "slag bound mixtures" for roads, airfields and other trafficked areas and specifies the requirements for their constituents, composition and laboratory performance classification. In this European Standard slag refers to slag from the iron and steel industry.
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EN 13286-43:2003 Unbound and hydraulically bound mixtures - Part 43: Test method for the determination of the modulus of elasticity of hydraulically bound mixtures
This standard specifies a method for the determination of the modulus of elasticity of test specimens of hydraulically bound mixtures (HBM). The standard applies to specimens made from either laboratory or production mixes with a maximum aggregate size of 31,5 mm. The determination of the modulus is obtained by either of the two following methods: - by compression or in direct tensile test; - by indirect tensile test.
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