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Wind Loading of Structures

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dc.contributor.author John D. Holmes
dc.date.accessioned 2024-08-27T16:33:51Z
dc.date.available 2024-08-27T16:33:51Z
dc.date.issued 2001
dc.identifier.isbn 0-419-24610-X
dc.identifier.uri http://10.250.8.41:8080/xmlui/handle/123456789/46039
dc.description.abstract The wind loading of structures has had significant research effort in many countries during the last 30 to 35 years. Several thousand research papers have been published in journals and conference proceedings in all aspects of the subject. In many countries, wind loading governs the design of many structures, yet even there a good knowledge and understanding of wind loading amongst practising engineers is not widespread, despite the wealth of material available. Why is this the case? There are probably several reasons. The multidisciplinary nature of the subject − involving probability and statistics, meteorology, the fluid mechanics of bluff bodies, and structural dynamics, undoubtedly is a deterrent to structural engineers whose expertise is in the analysis and design of structures under nominally static loads. The subject is usually not taught in University and College courses, except as final year undergraduate electives, or at post-graduate level, although exposure to wind loading codes of practice or standards often occurs in design courses. Like many subjects, the jargon used by specialists and researchers in wind loading can be a deterrent to many non-specialists. This book has been written with the practising structural engineer in mind, based on many years of experience working with clients in this profession. I hope it may also find use in advanced University courses. Although there are several other books on the subject, in this one I have attempted to fill gaps in a number of areas: An overview of wind loading on structures of all types is given (not just buildings). The method of effective static wind load distributions is covered in some detail (mainly in Chapter 5). I have found this approach to fluctuating and dynamic wind loading to have good acceptance amongst structural engineers, raised on a diet of static load analysis. Internal pressures are discussed in some detail (Chapter 6). An attempt has been made (Appendix D) to give an overview of extreme and design wind speeds for the whole world. This is probably a first anywhere, but it is an important step, and one that needs to be expanded in the future, as design projects are now routinely carried out by structural engineers in countries other than their own. The need for such information will become more important in the future as the expansion in world trade (including engineering services) continues. I have tried to minimise the amount of mathematics, and concentrate on the physical principles involved. In some chapters (e.g. Chapter 5), I have found it necessary to include a significant amount of mathematics, but, hopefully, not at the expense of the physica en_US
dc.language.iso en en_US
dc.publisher Spon Press en_US
dc.title Wind Loading of Structures en_US
dc.type Book en_US


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